17
PORTFOLIO
20
Zhuoqing Li 886823 ARCHITECTURE
About Me
E DUCAT I O N
University of Me
Master of Archit
University of Me
WAM 76.450 / B
Nanjing Agricul
GPA 3.43(4) / Ba
R E L E VA NT E Z huoq i ng L i Bi r th: July 16th,1997 Email: lzq970716@ gm a il.com Phone: 0420-391-675
East china prope
Architecture draw
Construction sch
AA visiting scho
SKIL L S Software: Adobe Creative Suite (PS, AI,
3D Modelling, G
ID), Rhino, Grasshopper, AutoCAD, ArchiCAD, Lumion,Unreal Engine. Languages: Mandarin, English
R EFER EE L IST
S E L E CT E D H
Melbourne Mobi
E X HI B I T I O NS
01 Design Studio Epsilon: Robyn Pollock (robynspollock@bigpond.com/Tel:0403-794-294) 02 Design Studio Delta: Joseph Gauci-Seddon (joseph. gauciseddon@unimelb.edu.au) 03 Design Studio Gamma: Andrew Murray (andrew.
2017 SM1: FOD
2018 SM1: MSD
2019 SM1: Cons
murray@unimelb.edu.au) 04 Digital Design: Samuel Lalo (samuel.lalo@unimelb. edu.au) 05 Construction Design: Michael Gerard Collins (m.col@me.com)
2019 SM1: MSD
2020 SM1: MSD
2020 SM2: MSD
elbourne / Melbourne, Australia
2020.2-Now.
tecture
elbourne / Melbourne, Australia
2017.2-2019.12
Bachelor of Design (Major in Architecture)
ltural University / Nanjing, China
2015.9-2017.2
achelor of Engineering (Major in Landscape Architecture)
EXPE R IE N C E
erty Co. in Yantai/ INTERN ASSISTANT
2018.11-2019.1
wing check
hedule and budget check (including construction site visiting)
ool Chengdu: Marking the city
2019.7
Grasshopper Testing ,Rendering final video, and Construction
H ONO R S
ility Award, Univeristy of Melbourne.
2019.5
S :R Exhibition, AFLK Galley
2017.6
DX Exhibition-Digital Design and Design Studio Beta
2018.12
struction Design Final Exhibition, DULUX Gallery
2019.6
DX Exhibition- Construction Design Best Models
2019.7
DX Exhibition- Studio 25 OEP, Action!
2020.7
DX Exhibition- Studio 16 We Accommodate Art
2020.12
Zhuoq i ng L i S elected Wo r ks 2017-2020
01 Incompletion Future Home Competition - We Accommodate Art Unimelb OEP Faculty Building | Building 165, UniverisIty of Melbourne Parkville Campus Master Studio D - Studio 16 Future House| Individual Work
02 Participation Future Home Competition - We Accommodate Art Unimelb OEP Faculty Building | Building 165, UniverisIty of Melbourne Parkville Campus Master Studio C-Studio 25 Environmental Building Studio| Individual Work
03 Perception Carlton Health Care Center - A Healing Journey Community Health Care Center | 461 Lygon Street, Melbourne BA 3-2 Design Studio Epsilon| Individual Work
04 Inspiration Melbourne Chinatown Library - Urban Idea Machine The Library in The City| 124 -140 Little Bourke Street, Melbourne BA 3-1 Design Studio Delta| Individual Work
Zhuoq i ng L i S elected Wo r ks 2017-2020
05 Fabrication Queen Victoria Garden Pavilion - Spiral Pavilion Parametric and Fabrication | Queen Victoria Garden Pavilion, Melbourne BA 2-1 Digital Design| Individual Work
06 Extension Spring Street Tower - Re-entrant Square Mix-use Tower (Office&Hotel) | 215 Spring Street Applied Architectural Technology| Individual Work
07 Construction Case Study: The Construction Process of Architecture Olympic Park Community Facility (The Glasshouse) Section H | Melbourne BA 3-1 Construction Design| Individual Work
08 Reflection AA Visiting School Chengdu - The Mirage Outdoor Pavilion | Luxelakes Art Exhibition Centre, Chengdu, China AA Visiting School Chengdu| Group Work (Built)
01 Incompletion Future Home Competition - We Accommodate Art Master Studio D, University of Melbourne Semester 2, 2020 Individual Work Studio Leader: Joel Benichou
Under the framework of the Future Homes Student Competition presented by IBA Melbourne, the We Accommodate Art (WAA) is a housing typology to be applied in suburban sites across Victoria. WAA is an affordable, inspiring co-housing model for creative professionals to work and live in the middle suburbs of Melbourne, delivering with affordability, creative amenity, and social sustainability. This architectural typology is dedicated to supporting and celebrating Victoria’s creative industries, growing from the creative community, creative Melbourne, to creative Victoria. Bringing the creative communities to the middle-ring suburbs accelerates the gentrification process and improve the desirability and liveability of middle rings.
Second Level: One bedroom dwelling can be combined with other dwellings
First Level: Two or three bedroom dwelling can be combined with 2F dwellings.
Family Workshop
Ground Level: Two or three bedroom loft with workshops and public amenities. Sculpture Garden
Art Veranda
Public Workshop & Rent-Free Gallery
TWO LOTS DWELLING MIX 5 BEDROOM: 0-1 4 BEDROOM: 0-1 3 BEDROOM: 3 2 BEDROOM: 3-5 1 BEDROOM: 0-5
TOTAL: 8-13
SCENARIO 1 : ‘HERE WE GO’
Gross Floor Area (sqm) Ground Floor : 374 Level 1 : 545 Level 2 : 279
Total Apartment Area (sqm) Ground Floor : 259 Level 1 : 447 Level 2 : 259
TOTAL GFA: 1198
TOTAL TAA: 965
Garden & Permeable Area (sqm)
Building Height (mm)
3-BEDROOM DWELLING
Site Area: 1290 Garden Area: 497 (38%>35%) Permeable Area: 504 (39%>20%) Canopy Cover Area: 217 (17%>7.5%)
Ground Floor : 4800 Level 1 : 3100 Level 2 : 3100
2-BEDROOM DWELLING
EFFICIENCY NUMBER (TFA/GFA): 81%
Name: Ken Age: 24 Profession: Photographer
TOTAL BUILDING HEIGHT: 11000
1-BEDROOM DWELLING SHARED AMENITY
SCENARIO 2 : VERTICAL ‘NEIGHBORS’ Name: Mark Gamble Age: 65 Profession: Writer
SCENARIO 3 : FAMILY LIVING Name: Chen Age: 23 Profession: Photographer
Name: Celine Age: 22 Profession: Ceramicist
Name: Kevin Age: 25 Profession: Painter
Name: The Kims Age: 68 Profession: Writer & Painter
Name: Hannah and Louis Age: 27 Profession: Illustrators
Void
Name: Kerrin Age: 22 Profession: Architect
Added Stairs
Dwelling+Program Analysis
Name: The Kims Age: 36 Profession: Musicians
3-Bedroom Dwellings
Sky Light Above
Flexible Room (Bedroom/Study Room)
Loft Mezzanine Above
2-Bedroom Dwellings
Future Stairs
Loft Mezzanine Above Flexible Room (Bedroom/Study Room)
1-Bedroom Dwellings
Future Stairs
Typical Apartment Layout
Section A-A Display Bike Wash
Bike Racks
Seating+Display
Open Air Gym
Bike Racks+ Bike Wash
Section B
Seating+Art Wall
Section A
Section B
Section A
Ground Floor Plan
N
Section B-B Display Shelf
Display Shelf
Display Shelf
Projector Screen Projector Screen
Working Station
Display Shelf
Display Shelf
Roof Divider
Shoe Station
Shoe Station
Open
Close
2400/ 3600mm Display Shelf
Display+Working
2400/3600mm Display+Screen+Shoe Station
N
First Floor Plan
West
North
South
East Elevations
To ‘Backyard’
The ‘Home’
Solar PV System: High efficiency (>20%) solar PV system (16 kwp) is introduced to compensate the operational energy consumed by the residents, with surplus energy to be used to power the shared electric car station.
Filtered Rainwater
Hot,dry air
Cooling Pads
Ventilator Motor
Pump Cool, moist air
Water Tank
The Evaporative System
Active Cooling System: Evaporative Cooling system with filtered rainwater.
Productive Garden: They are irrigated by rainwater, achieving on-site food production.
Grey Water
Water Consumption: On-ground rainwater tanks and grey water tanks are placed in eastern side at GF level. The collected rainwater will be used for hot water system, shared laundry, and irrigation. The collected grey water will be used for toilet-flushing.
50-55℃ Filtered Rainwater
HWS
Active Heating System:
For domestic use
Hydronic heating + Solar Hotwater System (HWS) & Heat Recovery System (HRS, solar-powered).
65℃ For hydronic panels 40℃
For hydronic in-slab
HRS
Shared Electric Car Station: Electric car is introduced to promote new mode of transportation. The electric car will be powered by the surplus energy produced by PV system, which cannot only reduce living cost but also reduce carbon emissions in the neighborhood.
Rainwater Garden: Rainwater gardens are used to increase biodiversity and permeability.
ESD Initiatives We accommodate art, and we accommodate the future that yet to come.
02 Participation Unimelb OEP Faculty - “OEP, Action!� Master Studio C, University of Melbourne Semester 1, 2020 Individual Work Studio Leaders: Adrian Chu & Nayan Puri
The concept is proposed to challenge the empiric education model. The empiric educational model separates learners from the experiential experiences and only provides them with the outcome, making innovation in learning hard. As the Environmentally Sustainable Design (ESD) industry needs innovative ideas to develop and grow, it is important to bring the learning journey of ESD into context and allow individuals to think independently. The concept is using space to provoke an action-based learning journey which allows participants to construct their own understanding of ESD in learning actions. The new OEP building will be an active learning lab, a showcase of ESD, a teaching tool, and the identity of UNIMELB OEP faculty.
Block West Sunlight
SOUTH
WEST
Rota te
Invite North Sunlight
Rota te Connect
STEP 1
Orientate And Connect
Pull Out
N
NORTH
EAST
BIKE REPAIR STATION
RAINWATER SHOWCASE GREEN WALKWAY
ZERO CARBON CAFE
GARDEN WORKSHOP& COMMUNITY GARDEN
Push Down
Mass Subtraction
STEP 2
Lift Up
Lift Up
Connect Levels
STEP 3
Connect
Form-Generation Process
South
West: Vertical Louver & Green Facade
West
East: Vertical Louver
East North
Rainwater Showcase
Solar Panel North : Balcony & Operable Shutter/awnings
Solar Garden Light At Night: Level Of Light = Indicate The Amount Of Solar Energy Generated
Recycled Brick
Lec/seminar Room Ceiling : Light & Ventilation
Plywood
Display: Geothermal System
Display: Labyrinth Cooling
Labyrinth Cooling
Function Overview Isometric
ice e Solst Summ
er 75
Degre
ce
olsti
ee S egr
9D
r2
te Win
Section A-A
Section-A
Section-B
Secondary Entrance
Main Entrance
N
Ground Floor Plan
FCU
HRS
FCU
HRS
FCU
HRS
HRS
FCU
FCU
LABYRINTH
LABYRINTH
HRS
RECIRCULATION
AHU
CHILLER
HEAT PUMP WATER PUMP GEOTHERMAL PIPES
SOIL (16°C-18°C)
Section B-B
N
First Floor Plan
The Classroom
The Journey of ‘Actions’
The Atrium
The Afternoon Tea Spot
OEP at Night This project could inspire more people to act for sustainability, as “actions� should never stop.
03 Perception Carlton Health Care Center - A Healing Journey Bachelor Capstone Studio Epsilon, University of Melbourne Semester 2, 2019 Individual Work Studio Leader: Robyn Pollock
This studio project is a community health center, a facility dedicated to providing services that address the local community’s needs and support existing public and private health facilities. The brief places an emphasis on education and prevention across differing cultural groups of the community. The clients for health care center are single parents and their children. Based on the research, single parents want to hide from a noisy life and do self-healing in a private space. Sometimes, they also would like to talk to others to compare notes in a public area. Therefore, the concept is proposed to translate different perceptions of spatial spirits to a range of healing methods, from self-healing to assist healing, providing a healing journey for the clients.
The Process of Healing
Name: Asakusa Culture Tourist Information Center Location: Tokyo, Japan
Winter Northern Sunlight
Architects: Kengo Kuma & Associates
Name: Unveils Stacked Timber Museum Location: Eskisehir, Turkey Architects: Kengo Kuma & Associates
Name: Loducca Agency Location: Sao Paulo, Brazil Architects: Triptyque Architects
Section of Facade
Section A - Reveal VS Conceal
on
A
cti
Se
on
cti
Se B
Multi-purpose Room Children Occasional Care Children Toilet
Retail Waiting Area
er
et
m Ce
y
Rd
n
tra
ry
Rd
En
ce
Retail DIY Cooking Station
ete
m
Ce
Consulta Room (S
Consultation Room (Small)
Retail
Cafe
Consultat Room (Sm
Relaxing Decking Atrium
C
Reception
Meeting Space
Foyer Consultation Room (Large)
ce
Lo
e
nc
tra
ain
En
M
Child Playground (Zen Garden)
Multi-Purpose Room (Parental Skill Workshop with Kitchen)
Consultation Room (Large)
Lygon St
ck
Air
a Sp
Consultation Room (Large)
Male Toilet
Consultation Room (Large)
Kitchen
Female Toilet Consultation Room (Large) Accessible Toilet
Consultation Room (Large)
Play Room
Meeing Room 12p
Consultation Room (Large)
Print Room
Vegie Garden
F
Waiting Space
Accessible Toilet
Male Toilet
Female Toilet Consultation Room (Large)
Consultation Room (Large)
Consultation Room (Large)
Set Down Place
Little Lytto
n St
GF Plan
1F Plan
1_100 Site Model
Office (Shared)
Multi-purpose Room Children Occasional Care (No entry from this level)
Waiting Space
Threapy Studio (Gym)
Play Room
Consultation Room (Small) Office (2p) Consultation Room (Small)
Consultation Room (Small)
Gym Yoga & Meditation Place
Waiting Space
D
Meeting Space
E Consultation Room (Small)
ation Small)
Storage Room
Consultation Room (Small)
Consultation Room (Small)
Office (2p) Consultation Room (Small)
Meditation Room Storage Space Office (2p)
Meditation Room
Consultation Room (Small)
Office (4p)
Threapy Room
Change Room
Consultation Room (Small)
Common Room Meeting Room (6p)
tion mall) To Roof Terrace
Inspiring Gallery
Speech Pathology Threapy Room
Relaxing Balcony
Speech Pathology Threapy Room
Meeting Space
Meeting Space
Consultation Room (Large) Meeting Room
Staff Break Out Space (with Kitchenette)
Office (2p)
Consultation Room (Large) Relaxing Balcony
Consultation Room (Large) Consultation Room (Large)
Consultation Room (Large)
Consultation Room (Large)
Multi-Purpose Room (Inspiring Reading Lodge)
Office (exec.)
Office (exec.)
Office (4p)
Office (2p)
Consultation Room (Large)
Kitchen
Meeting Room (4p)
Consultation Room (Large) Play Room
Consultation Room (Large)
Meeting Room (6p)
Relaxing Balcony Print Room
Waiting Space
Female Toilet
Meeting Space
Female Toilet
Male Toilet
2F Plan
Male Toilet
3F Plan
N
First Encounter - Foyer with Atrium
Self Healing - Mediation Space
In-Between Space - Waiting Room
Assist Healing - Meeting Space
Lygon St Entrance A sense of caring is a real celebration of humanism.
04 Inspiration Melbourne Chinatown Library - Urban Idea Machine Bachelor Studio Delta, University of Melbourne Semester 1, 2019 Individual Work Studio Leader: Joseph Gauci-Seddon
The studio project “The library and the city” is designing a library in ‘CHINA TOWN’ of Melbourne, which is used to deal with the relationship between ‘The Abstract and The Concrete’, ‘The Method and The Madness’, ‘The Library and The City’, and ‘The Public and The Individual’. The library’s proposed program celebrates traditional library experience and novel fragmented reading, gathering people from different disciplines and ages to exchange knowledge and get inspired with new ideas through the collaborative process. The idea-generating process requires a diversity of spaces for other people to use. Therefore, areas are diversified with varies of spatial spirit by manipulating physical properties.
3F
Original Shape
2F
Duplication
Original Shape
1F
Rotation
GF
Repetition of Rotation
B1
Form-Generation Process
Floor Arrangement
Fragmented Reading Floor
Fragmented Reading Plaza
Ground Floor
Second Floor
Plan and Sections
Entry Stepped Plaza
Basement - Traditional Reading Ceremony
Little Bourke Street Interface The library is designed for the future. It is located in the city and inspires the city.
05 Fabrication Queen Victoria Garden Pavilion - Spiral Pavilion Bachelor Digital Design Studio, University of Melbourne Semester 1, 2018 Individual Work Studio Leader: Samuel Lalo
This studio project addresses the design generating process through digital fabrication (Waffle Structure & Boolean Volume). The idea developed through the digital revolution is applied to the creation of Queen Victoria Garden Pavilion. The process from design to final presentation is based on the research of modern digital fabrication tools. Grasshopper creates the form-generating process to test a series of iterations. The representation of the spiral pavilion is equipped by Unreal Engine 4 to achieve real-time render and provide VR experience to the audience during the presentation. Physical models of this project are created through 3d printing and laser-cut, celebrating digital fabrication methods.
Lofts
1.2
{200,50,200}
{140,50,200}
{50,50,200}
{50,50,200}
{200,50,155}
{200,50,80}
{50,200,50}
{170,200,50}
{Index Selection}
{Index Selection}
{Index Selection}
Paneling Grid & Attractor Point
2.2
{115,126,116}
{160,154,4}
{Attractor Point Location}
Paneling
{Index Selection}
{Index Selection}
+
+
3.2
Key
The Waffle
{0,0,0}
Point Attractor
Curve Attractor
The Panel Form-Generation Process
Grid Point
The Space
Task 1 - The Waffle
From ‘Waffle’ to Canopy
Grid Manipulation
{0,100,150}
{0,0,150}
{100,0,150}
{100,0,0 }
{123,127,48} {Curve Attractor}
{Point Attractor}
{Curve attractor}
Sphere Distirbution
{0,100,150}
{0,0,150}
{100,0,150}
{100,0,0} {123,127,48}
{Curve attractor}
{Point attractor}
{Curve attractor}
Brep Transformation
{0,100,150}
{0,0,150} {100,0,150}
{100,0,0} {123,127,48}
{Platonic Tetrahedron}
Key
The Scale
{Platonic Octahedron+Sphere}
{Platonic Icosahedron}
{0,0,0}
Point Attractor
Curve Attractor
The Volume Form-Generation Process
Grid Point
The Space
Task 2 - The Boolean Volume
From ‘ Volume’ to Space
Shadows at Night Using digital fabrication, We bring the future to life.
06 Extension Spring Street Tower - Re-entrant Square Applied Architectural Technology, University of Melbourne Semester 1, 2020 Group (Concept Design) & Individual Work (Developments) Studio Leader: Jamie McCutcheon
The project ‘Re-entrant Square’ is a mixed-use tower with a hotel stacking on the top of an office building and the main concept is to provide different living conditions, achieving a harmony ‘symbiosis’ of the programs. The site is located at northeast of Melbourne city, the corner of Lonsdale Street and Spring Street. It has eastern side opposite to the Parliament Reserve, and the north side opposite to Department of Home Affairs. The dimension of the site is 60m×95m and an area of 5700 sqm. The design strategy of floor plate and floor-to-floor height are developed based on different functions. The dimension of the core structure is 19m×19m and the dimension of typical floor plate is 43m×43m, which achieves an ideal leasing depth 12m.
m
12 12
m
High Rise
Mid Rise
Low Rise
1. Maximizing Leasing Depth
2. Cut Out Area for Undercover Plaza
3. Re-entrant Cut Out For Visible Recognition of Different Programs from Exterior
4. Zoning to Enable High Efficiency of Lift and Mechanical Services
Form-Generation Process
Lonsdale Street A
Office Drop-Off Point
B
C
7000
D
9000
9000
E
F
9000
9000
G
H
9000
8560
7000
1
TPT
9000
2
TPT
3
9000
39440mm
TPT
Entry Communal Garden
Spring Street
9000
4
PB
TPT
TPT
TPT
TPT
TPT
TPT
9000
TPT
TPT
5
TPT
SL2
SL2
9000
SL2
Office Lobby SL1
SL1
SL2
SL2
6
SL2
PB
7
TPT 5000mm
9000
Male Toilets
SL1
SL1
Female Toilets
Goods Lift
Accessible
PB
Toilets
TPT
8
Goods Lift
SL1
SL1
Goods Lift
SL2
SL2
SL2
SL1
SL1
TPT
SL2
9000
9
PB
TPT
10
SL2
TPT
PB
PB
PB
PB
PB
PB
PB
7000
11
12360mm
9000
SL2
Hotel Drop-Off Point
Goods Lift
Hotel Lobby
9000
12360mm PB
PB
12
N
Little Bourke Street Ground Floor Plan
3000
TPT
3000
SL2
9000
9000
SL1
SL2
SL2
SL1
C
D
E
F
G
G1
SL2
3000
9000
9000
9000
9000
3000
SL2
248.3 SL1
Walkway
9000
9000
B1
SL2
7
G1
3000
SL1
SL1
SL1
G
9000
TPT
SL2
TPT
F
TPT
E
9000
SL2
9000
6
SL2
TPT
TPT SL2
SL2 5A
D
9000
SL2
C
Hotel Drop-Off Point
B1
Goods Lift
Atrium
9000
8
Goods Lift
SL1
238.3
TPT
SL1
Atrium
9
SL1
Male Toilets
SL1
SL1
9000
3000
10
Toilets
SL2
SL2
222.7
SL2
219.1
HIGH RISE
NLA
215.5
TPT
GFA
FLOOR PLATE EFFICIENCY
211.9
HIGH-RISE HOTEL STRUCTURAL FLOOR PLAN 1848m 82.5% 1524m
SL1
Goods Lift
Goods Lift
9000
208.3 204.7
TPT
2
2
LEVEL 27-37
B1
Goods Lift
201.1 197.5
C
D
E
PB
F
G
G1
193.9
HOTEL
190.3
C1 - 1200mm x 1200mm,1000mm x 1000mm, 800mm x 800mm, 600mmSL2 x 600mm
3000
SL2
SL1
9000
9000
SL1
SL1
9000
186.7
3000
SL1
SL2
SL2
SL2
SL2
SL2
HIGH-RISE
178.3
SL2
9000
6
9000
9000
3000
C2 - 800mm x 800mm, 700mm5Ax 700mm, 600mm x 600mm, 500mm x 500mm
SKY BAR
226.3
SL2
SL2
Accessible
10A
MECH 4
229.9
PB SL2
Goods Lift
9000
PB
Female Toilets
SL2
SL2
PB SL1
MECH 3
169.6 SL1
Walkway
9000
7
SKY LOBBY
Goods Lift
Atrium
SL1
SL2
SL2
SL2
SL1
PB
PB
PB
9000
SL2
SL1
3000
10
SL2
SL2
SL2
12360mm
9000
10A
PB
Atrium
9
20600
Goods Lift
SL1
12360mm
9000
9000
8
SKY LOBBY
NLA
GFA
FLOOR PLATE EFFICIENCY
HIGH-RISE HOTEL STRUCTURAL FLOOR PLAN 82.5% 1848m 1524m 2
2
LEVEL 25-26
PB
PODIUM STRUCTURAL FLOOR PLAN SCALE 1:200
0m
3m
C
D
E
F
C1 - 1200mm x 1200mm,1000mm x 1000mm, 800mm x 800mm, 600mm x 600mm
7
OFFICE
9000
SL2
SL2
SL2
SL2
106.6
PB
9000
G1
9000
9000
3000
SL2
SL1
SL1
SL2
SL2
137600
9000
6
3000
G
9000
5A
3000
C2 - 800mm x 800mm, 700mm x 700mm, 600mm x 600mm, 500mm x 500mm
MID-RISE
10m
MECH 2
9000
B1
5m
9000
SL1
SL1 Goods Lift
9000
Male Toilets
SL1
8
10A
SL1
Goods Lift
78800
PB
Goods Lift
PB
SL2
SL2
SL1
SL1
SL2
SL2
SL2
SL2
LOW-RISE 3000
10
Goods Lift
Female Toilets
7000 9000
9
SL2
OFFICE
MECH 1
MID RISE
NLA
GFA
FLOOR PLATE EFFICIENCY
MID-RISE OFFICE STRUCTURAL FLOOR PLAN 1848m 82.5% 1524m 2
2
LEVEL 13-24
SCALE 1:500 B1
C
D
0m
5m
10m
E
20m
F
G
G1
BB1-600mm x 2400mm
PT Concrete Slab 120mm PT Concrete Slab 200mm
3000
Podium Beam (W: 2000, D: 4000)
9000
SL2
Transfer Beam - 600mm x 2000mm SL2
3000
9000
SL2
SL1
SL2
SL2
Glass cover C1 - 1200mm x 1200mm,1000mm x 1000mm, 800mm x 800mm, 600mm x 600mm
SL2
Welded Steel Column (Podium)800WC (FRL 120/-/-, with Intumescent coatings) SL1
Outrigger for M&E Floor
9000
SL2
6
PODIUM
EB - 600mm x 600mm
BB2-400mm x 2400mm 9000 9000 BB3 - 400mm x 1200mm
3000
5A
Typical Podium Truss(S: 2400, D: 1200) Belt Truss for M&E Floor
N
PODIUM STRUCTURAL FLOOR PLAN
C2 - 800mm x 800mm, 700mm x 700mm, 600mm x 600mm, 500mm x 500mm
7
9000
Male Toilets
SL1
Female Toilets
SL1
Goods Lift
Accessible Toilets
8
Goods Lift
9000
SL1
Goods Lift
9000
9
SL2
SL2
3000
SL2
SL2
SL2
SL2
SL1
SL1
10 10A
SL1
Goods Lift
SL2
N LOW RISE
NLA
GFA
FLOOR PLATE EFFICIENCY
LOW-RISE OFFICE STRUCTURAL FLOOR PLAN 1848m 82.5% 1524m LEVEL 1-12
2
2
Vertical Feasibility
Core
Low-Rise
Middle-Rise
SPACE FRAME
BAND BEAMS
SLAB
EDGE BEAMS
CORE
OUTRIGGER BRACE
TYPICAL TOWER SEGMENT
TRUSS FRAME
COLUMNS
Structural Analysis
High-Rise
C
D
9000
SL2
SL2
SL2
SL2
9000
9000
G1
9000
3000
SL2
SL1
9000
G
SL1
B1
SL2
TPT
7
C
D
E
F
G
G1
SL1 SL2
3000
SL2
F
SL2
6
E
SL1
3000
5A
pring Street
TPT
B1
SL2
3000
9000
9000
9000
9000
3000
SL1
Goods Lift
Toilets
Goods Lift
9000
SL1
9000
TPT
10A
Goods Lift
248.3 SL1
238.3
SL2
SL2
SL2
SL2
SL2
SL2
SL1
SL1
3000
10
PB
Goods Lift
PB
9
PB
5000mm
8
SL1
Female Toilets
Accessible
12360mm
9000
Male Toilets
SL1
SL2
MECH 4
229.9
SKY BAR
226.3 222.7
SL1
LOW-RISE OFFICE STRUCTURAL FLOOR PLAN
SCALE 1:200
0m
B1
SL2
10m
D
E
9000
TPT
SL2
9000
9000
SL1
SL1
9000 9000
PB
Podium Beam (W: 2000, D:197.5 4000)
3000
SL2
193.9
TPT Typical Podium Truss(S: 2400, D: 1200) BT
Belt Truss for M&E Floor
OT
Outrigger for M&E Floor
SL2
HIGH-RISE
178.3
SKY LOBBY
MECH 3
169.6
Goods Lift
SL1
SL2
SL2
SL2
SL2
20600
SL1
MID-RISE OFFICE STRUCTURAL FLOOR PLAN
PT Concrete Slab 120mm
B1
C
0m
BB2-400mm x 2400mm BB3 - 400mm x 1200mm 3000
Typical Podium Truss(S: 2400, D: 1200)
5m
10m
BB1-600mm x 2400mm D E
PT Concrete Slab 200mm Podium Beam (W: 2000, D: 4000)
9000
9000
F
G
G1
9000
9000
SL1
SL1
SL2
3000
EB - 600mm x 600mm
MID-RISE
OFFICE
Glass cover 3000
Welded Steel Column (Podium)SL2 SL2 800WC (FRL 120/-/-, with Intumescent coatings) SL2
N
20m
Transfer Beam - 600mm x 2000mm
9000
6
HOTEL
190.3 186.7
SL1
SL2
SCALE 1:500
5A
201.1
PB
9000
PB 10A
SL2
3000
10
01 A2.1
PT Concrete Slab 200mm
Goods Lift
Goods Lift
204.7
PT Concrete Slab 120mm
SL1
Goods Lift
9
211.9 208.3
SL2
8
Female Toilets
215.5
SL1 G1
SL2
Male Toilets
SL1
G
9000
7
SL1
LEGEND
SL2
SL2
TPT
N
F
SL2
SL2
9000
6
5m
C
3000
3000
5A
3m
Hotel Drop-Off Point
PODIUM STRUCTURAL FLOOR PLAN TPT
219.1
SL2
C1 - 1200mm x 1200mm,1000mm x 1000mm, 800mm x 800mm, 600mm x 600mm
MECH 2
C2 - 800mm x 800mm, 700mm x 700mm, 106.6 600mm x 600mm, 500mm x 500mm
SL2
SL2
SL1
Goods Lift
137600
SL1
Walkway
9000
7
Atrium
9000
8
SL1
Goods Lift
SL1 Atrium
SL2
SL2
SL2
SL1
SL1
02 A2.1
SL2
SL2
78800
9000
SL2
3000
9
10 10A
SL2
LOW-RISE
HIGH-RISE HOTEL STRUCTURAL FLOOR PLAN
B1
C
D
E
F
OFFICE
MECH 1
G
G1
PODIUM
5A
9000
C2 - 800mm x 800mm, 700mm x 700mm, 6 600mm x 600mm, 500mm x 500mm
3000
9000
9000
9000
BT
BT
3000
C1 - 1200mm x 1200mm,1000mm x 1000mm, 800mm x 800mm, 600mm x 600mm
BT
3000
BT
OT
OT
BT
9000
OT
OT
OT
7
9000
OT
BT
BT OT
8
9000
OT
BT
BT OT
9
9000
OT
BT
BT OT
OT
OT
10A
3000
10 BT
BT
BT
N
Structural Design
GL-2C: Glass Mullion (Light Blue)l 4500 span|10000mm Height|300mm depth
GL-1C: Laminated Glass Panel 30mm (clear)|4500*2000mm PC-1: Steel Column. Power Coat Finish Steel (Matt Black)
CONC: C2 |500*500mm Concrete Column
AN-1: Mechanical Floor Aluminium Ventilation Louvers /Aluminium (Matt Black, Anodised) PC-2: Belt Truss/ Power Coat Finish Steel (Satin White)
NORTH
WEST
Sky Bar & Crown
GL-2A: Opaque Black Glass for Re-entrant Corner Expression GL-1A: Low-e External Vision Panel(Clear) SOP: Pv External Spandrel Panel AN-2: Aluminium Fins for Vertical Shading|1500 spacing|800 depth|45 degree
AN-2: Aluminium Fins for Aesthetic (3000 Spacing|800 Depth|45 Degree|Stain White)
EAST
NORTH
Office
PC-1: Welded Steel Column (Podium)800WC (FRL 120/-/-, with Intumescent coatings)
PC-1: Welded Steel Box Truss / 1200mm Height|800 Depth
GL-1C: Laminated Glass 30mm (clear)|4500*2000mm
Panel
GL-2C: Glass Mullion (Light Blue)l 4500 span|10000mm Height|300mm depth
EAST
NORTH
Podium Partial 3D - From Podium to Sky
GL-1C
GL-2C
CROWN 248.3 Vision Panel 6270*1500mm
AN-2 GL-1A
GL-2A
01 A3.1
238.3
SOP
Spandrel Panel 2600*1500mm
AN-1
SKY BAR
229.9
MECH 4
SKY BAR
226.3 222.7 219.1 215.5
Sky Bar & Crown
211.9 208.3
GL-2A
AN-1
Vision Panel 2500*1500mm
AN-2 GL-1A
SOP
AN-1
Spandrel Panel 1100*1500mm
201.1 197.5 193.9
HOTEL
190.3 186.7
Spandrel Panel 1100*1500mm
Vision Panel 2500*1500mm
204.7
178.3
CONC
169.6
PC -2
HIGH-RISE
SKY LOBBY
MECH 3
20600 Spandrel Panel 1100*1500mm
Vision Panel 2500*1500mm
OFFICE
Vision Panel 2500*1500mm
MECH 2
Office MID-RISE PC-1: Welded Steel Box Truss / 1200mm Depth| 2400 Web Spacing 9000-18000mm SPan
OFFICE 02 A3.1
MECH 2 106.6
PC-1: Welded Steel Column (Podium)- 800WC (FRL 120/-/-, with Intumescent coatings) GL-1C
GL-2C
137600
20000 mm
78800
Glass Mullion (clear)l 4500 span|20000mm Height|300mm depth
PODIUM
LOW-RISE
OFFICE 03 A3.1
MECH 1
Podium PODIUM
LEGEND NO TYPE 1 Aluminium Fin
MATERIAL AN-2
2
Mullions
AN-1
3
Low-e External Vision Panel
GL-1A
4
Mechanical Ventilation Damper PV External Spandrel Panel
AN-1
5 6
Catwalk
PC-2
7
Bracket
PC-2
8
Window Frame
AN-1
SOP
9
Low-e Internal Vision Panel
GL-1B
10
Low-e Internal Spandrel Panel
GL-2B
11
Insulation
INS-1
Facade System
C
D 9000 RL +248.30 CROWN
GLASS SPIDER FITTING
GL1C
10000
GL2C
CONC
BMU POSITION AT MAXIMUM EXTENSION ON RAILWAY TRACK
150MM WEARING SLAB
BMU
CONC 120MM PT SLAB CONC 1 A4.2
4MM THICK ALUCOBOND PARAPET FLASHING PANEL
BMU TRACK 75*75MM EA 10MM THICK INSPECTION CHAMBER
ALPOLIC
SYPHONIC RAINWATER PIPE 1MM THICK WATERPROOF MEMBRANE ABOVE SCREED
RL +238.30 ROOF EDGE BEAM (600W*600D) CONC
PT BAND BEAM (PRIMARY) BB1 (2400W*600D) CONC CONCRETE COLUMN C1 (600*600MM) CONC LOUVRECLAD CHEVRON VENUS SERIES PANEL SYSTEM AN-1
OUTRIGGER TRUSS
8400
PC-2 CONCRETE COLUMN C1 (600*600) CONC
A4.2
A4.2
3
3
2 A4.2
4MM THICK ALUCOBOND FLASHING PANEL
900
RL +229.90 MECHANICAL FLOOR 4
ROOF PARAPET & TOP MECHANICAL FLOOR ELEVATION
2
SCALE 1:50
ROOF PARAPET AND TOP MECHANICAL FLOOR SECTION SCALE 1:50
A4.1
2 A4.1
PRIMARY BEAM BB1 (2400W*600D)
PT BAND BEAM (TYPICAL) BB2 (2400W*400D)
CONC
CONC
BMU POSITION AT MAXIMUM EXTENSION ON RAILWAY TRACK
1650
1 A4.1
75
BMU TRACK 75*75*10 EA
CONCRETE COLUMN C1 (600*600MM)
2500
CONC
APOLIC
3
ROOF PLAN
A4.1
SCALE 1:50
5 A4.1
GL-1C 2 A4.1
GL-2C CONC PC-1
BMU SHED
PC-2 AN-1 AN-2 4 A4.1
KEY PLAN
ALPOLIC
SCALE 1:500
ROOF 3D NOT TO SCALE
MATERIAL SPECIFICATION 4500*2000mm Laminated Glass Panel 30mm(clear) (Supplier: Pilkington) Glass Mullion (Light Blue)/ 4500 Span/10000mm Height|300mm depth (Supplier: Pilkington) Troweled Finish (Supplier: VicMix) Power Coat Finish Steel (Matt Black) (Supplier: Dulux) Power Coat Finish Steel (Satin White) (Supplier: Dulux) Aluminium (Matt Black, Anodised, 15 Micron) (Supplier: Universal Anodiser) Aluminium (Stain White, Anodised, 15 Micron) (Supplier: Universal Anodiser)
ALPOLIC FR 4mm thick 1270 W*2489L (Solid off-white)
INS-1
UNDER COVER
Detailed Design - Roof Parapet/Crown Levels
(Supplier: VisionClad) Thermal Insulation R2.5 140mm (Supplier: Bradford)
3 DEGREE FALL
4MM THICK ALUCOBOND PARAPET FLASHING MARINE GRADE PLYWOOD SUBSTRATE ALPOLIC
BMU POSITION AT MAXIMUM EXTENSION ON RAILWAY TRACK
2MM THICK ALUMINUM FLASHING PANEL 1 MM THICK WATERPROOF MEMBRANE FIRE STOP
1MM THICK WATERPROOF MEMBRANE ABOVE SCREED 150MM WEARING SLAB
BMU TRACK 75*75MM EA 10MM THICK
CONC
LYSAGHT TOPSPAN® 61
120MM PT SLAB CONC 250 MM CONCRETE UPSTAND
CEMENT SCREED AT 1:100 FALL TO DRAINAGE INSPECTION CHAMBER WET SEALANT JOINT DRAINAGE
PT BAND BEAM (PRIMARY) BB1 (2400W*600D)
HEAD DEFLECTION DETAIL ACCORDING TO ENGINEERS SPECS (100*100 EA 12 MM THICK)
CONC
EDGE BEAM EB (600W*600D)
HEAD DEFLECTION DETAIL ACCORDING TO ENGINEERS SPECS (65*65 MM EA 8 MM THICK)
CONC
OUTRIGGER TRUSS PC-2
SYPHONIC RAINWATER PIPE
CONCRETE COLUMN C1 (600*600 MM) CONC
LOUVRE CLAD CHEVRON VENUS SERIES PANEL SYSTEM AN-1
LOUVER SUPPORT FRAME (100*100 SQUARE HOLLOW SECTION) AN-1
OUTRIGGER TRUSS PC-2
1
2off M16*60 4.6 GRADE JC JORDAHL T-BOLTS, WITH NUT WASHER & SPRING WASHER TO SUIT
A4.2
ROOF PARAPET SECTION SCALE 1:10
CONCRETE COLUMN C1 (600*600) CONC
LOUVER SUPPORT FRAME (100*100 SQUARE HOLLOW SECTION) PC-1
LOUVRE CLAD CHEVRON VENUS SERIES PANEL SYSTEM AN-1
BELT TRUSS PC-2
OUTRIGGER TRUSS PC-2
MECHANICAL FLOOR LOUVER CONNECTION
3
SCALE 1:10
A4.2
4MM THICK ALUCOBOND PARAPET FLASHING 20MM MARINE GRADE PLYWOOD SUBSTRATE
HEAD DEFLECTION DETAIL ACCORDING TO ENGINEERS SPECS (65*65 MM EA 8 MM THICK)
3 DEGREE FALL
FLASHING
CONCRETE UPSTAND
150*100 MM (12MM THICK) L METAL BRACKET WITH FIXING ANCHOR BOLT TO CONCRETE UPSTAND
CAT WALK
RL +229.90
FIXING L-BRACKET VAPOUR BARRIER FIRE STOP
EDGE BEAM EB (600W*600D) GL-1B
THERMAL INSULATION R2.5
TRANSOM
MECHANICAL DAMPER
STACK JOINT GL-1A
EDGE SUPPORT FRAME
GL-2A
LOUVER
BLIND PELMET
AN-2
Detailed Design - Roof Parapet/Crown Levels
SUSPEND CEILING
2
MECHANICAL FLOOR CONNECTION
A4.2
SCALE 1:10
ANNOTATIONS 1
2
Roof Sheets and FIxtures 1a. Roof sheeting: Zincalume Lysaght Kliplock 406 (BMT 0.48mm) with 18mm thick Plywood backing (Design Load: 2*250kg per span). The roof sheet has 406mm coverage with overlapping rib and underlapping rib. The roof sheets are overlapped and bolted (using a clip) to prevent moisture coming into the roof structure through the gap between two sheets. All the sheets are located towards prevailing weather for wind resistance and galvanised for rust protection. 1a. KL65 Clip. This fixing clip is used to fix KLIP-LOK 406 to steel or timber supports without puncturing the sheet, which helps to keep the straight lines of roof remain smooth without exposed fasteners. 1b.18mm ply backing: It is used under the roof sheet to provide a surface for roof sheet to be fixed using clip. BM and VPM: Considering the proximity of Yarra river (high moisture content), breather membrane (BM) and Vapour Permeable Membrane (VPM2) are applied to all areas of roof sheet over plywood lining. 2a. VPM2: VPM2 prevents the entry of liquid water and dust from outside but it allows water vapour to pass through it. 2b. BM: The breather membrane is water-resistant (as well as snow, dust and so on) but air-permeable, which is used to prevent condensation and allows air to circulate. BM can also act as a wind barrier to restrict the movement of air through the wall.
3
100mm Permastop (R(m)2.5) building blanket: with heavy duty foil sisalation adhered The roof insulation is used to slow the heat transfer in roof area. The insulation is installed with 75mm 'Roof Rack' thermal spacer installation system. The insulation spacer is applied between the roof structure and the external membrane to create the space required for insulation blanket to recover to its 100mm full nominal thickness between purlins.
4
Wire Safety Mesh: The dimension of wire safety mesh is 100*115*1.25mm. It is installed under insulation layer and is used to provide fall protection for roof installers and offers long-term fall protection for repair workers and maintenance. The safety mesh is installed with 15mm lag between purlins to allow insulation to recover to 100mm nominal depth.
5
Folded Colorbond Flashing: The roof flashing is installed for achieving a watertight roof. It can effectively prevent rain water from running down and entering the building.
6
Custom Folded Aluminium Capping: The capping is custom folded to ensure the detail is matched and maintained. It is placed on the gap between roof and claddings. It can not only work as an edge finish layer but also prevent the unwanted elements such as water and dust into the building. It is intalled with a silicon seal. 6a. Packer is bolted to capping ang then bolted to a steel studs to hold the capping in right place.
7
Packer: the packer is placed between the roof ply backing and column SC9(150UC23), which is used to fit the 5-degree pitched roof to the flat top of column. The packer is fixed with SC9 top plate by bolting.
8
Wall Girt: the wall girt is connected to the universal column SC9 (150UC23) The cleat plate is bolted on the bottom of wall girt and it is welded to SC9. It is used fixed the cladding with EW11. 8a. Packer is bolted on the top wall girt and then it is fixed to a steel stud, which is used to hold the wall girt in right space. 8b. Adjustable girt hanger It is primarily used to assist in alignment and stabilization of fascia beam (FB26). The wall girts are attached to a slotted channel in the girt bridging assembly.
9
Two Universal Column SC9: Type-150UC23 Hot Rolled. The column is fixed to R.C. beam 1B37 by 12 base plate on 20 NOM. GROUT (4M20 chemset anchor with 100 edge distance and 150 embedment). The top of it is fixed to the roof ply backing by bolting to a packer with 5 degree pitched top(detail 1). It is a structural column which is used to transfer the load from roof to 1B37.
10
EW11- External wall with MC1 Cladding 10a. MC1 Cladding System: MC1 cladding is installed with a water-proof membrane (Galvanised sheet for rust protection: 0.3 BMT Bluescope Zincalume G300) and a rain-screen (5.0 mm thick flat aluminium sheet with 1,0mm pre-weather Anthra Zinc insert), which is used to prevent moisture come into the building though the cladding. MC1 cladding system is fixed to the wall girt by double layers of top hats. 10b. Steel Studs: 150mm steel studs. The steel studs are welded to top and bottom plates to hold a space for EW11. FB26 is fixed with the top plate by bolting. All the steel studs for external wall is cold formed framing. 10c. Wall Bracing: WB1-75*8 MS Plate (Mild Steel Plate- Mild steel has good ductility and malleability.) It is used for lateral resistant, which is important in earthquake resistant and wind resistant. The wall bracing is fixed to the column by using 12 cleat plate, 6CFW 2M20 8.8/S BOLTS (TYP.). The 12 mm thick cleat is welded to column SC9 by 6 mm wide continuous fillet weld and use 2M20 bolts to fix cleat with WB1. 10d. Noggings: A mistake of wall bracing can be seen in the construction photo-THE WALL BRACING GOES THORUGH THE WALL STUDS BY CUTTING THE STUDS, WHICH CAN WEAK THE STRENGTH OF WALL STUDS. Therefore, noggings are placed between the wall studs (fixed to the studs by welding) to increase the stiffness and strength and offer rigidity to a framework.
11
EW23(150+50mm steel studs) to FB24(250PFC) Connection The 200mm steel top plate sits on the top of EW23 is welded to the steel stud. Fascia beam FB24 is bolted to the steel top plate and covered by MC3 cladding system.
ANNOTATIONS
1
2
Universal Column SC9: Type-150UC23. The column is fixed to R.C. beam 1B37 by 12 base plate on 20 NOM. GROUT (4M20 chemset anchor with 100 edge distance and 150 embedment)(Detail 1). It is a structural column which is used to transfer the load to 1B37. Metal Cladding MC1 (with 5-degree rotation to fit the inclined window): Aluminium Sheet Panel. MC1 cladding is installed with a water-proof membrane (Galvanised sheet for rust protection: 0.3 BMT Bluescope Zincalume G300) and a rain-screen (5.0 mm thick flat aluminium sheet with 1,0mm pre-weather Anthra Zinc insert), which is used to prevent moisture come into the building though the cladding. 2a. Wall girts- the wall girt is connected to the universal column SC9 or 1B37 with cleat connection. It is used to connect the cladding system with the EW11. 2b. Top hats-22 top hats (run horizontally) and 44 top hats (run vertically) with mid span are used to fix the wall girts to MC1. The top hats are fixed to wall girts by cleat. An aluminium backing plate is mechanically fixed between the top hats and cladding system. 2c. Aluminium backing plate: It is fixed to the cladding with a VHB tape in between. The backing plate is used to provide stiffness and rigidity by using friction force. 2d. Custom folded Z section: It is used to fix the gap between two panels of MC1, which is contributes to both waterproof and aesthetic (hiding the structures behind the cladding). The flat part of this Z section is cleated to 40 top hats. Z section is connected to a piece of ply backing with MC1 infill and 20*20 packer. 2e. Weather proof membrane: it is used to prevent moisture from coming into the building (It is a response to the proximity to Yarra river.)
3
150mm steel studs: They are main structural elements of EW11.
4
Insulation- IN1- 110mm Thick Soundscreen: Acoustic insulation is used on the exterior wall to prevent the unwanted noise into the house.
5
12
FB24( FB24 cleat welde use 2
13
FB26( FB26 cleat welde use 2
14
Purlin Fascia struct struct BOLTS
15
Purlin Purlin purlin erect
16
Sag R saggi used angle tion w the lo
16
Braci is imp wind colum 2M20 place
18
Move The ro east p umnscleat 6CFW SC9 b depth 6CFW 18a for rus 18b stiffen 18c
9
Windo place
10
Double ble-gla
11
Sarkin insulat moistu
12 13 14
Univer load tr
15
Double a bath board preven
16
Insulat vent th wall. Reinfo N16 re 50mm has a j surface
17
18
19
Plasterboard wall lining: 13mm plasterboard.
6
FC1(Fibre cement sheet): The 6mm fibre cement sheet is used on wet area lining, which is used for waterproofing (considering the proximity to Yarra river). It is installed with Flush joints and square set corners.
7
Folded aluminium sill trim: The sill trim is located under the MC1 sheets, which is used to hold pieces in place and slope downward to drain water.
8
Cladding MC3: VM Zinc. MC3 is installed with VM Zinc Flat Lock Seam Panel System, which means overlapping the panels for waterproofing. 8a In this part, MC3 is fixed on a ply backing and framing, and then the backing is fixed to the window jamb. A waterproof membrane is placed between backing and window jamb, which is used to prevent moisture come into the building. (Detail 2) 8b In this part, the MC3 cladding is fixed to an inclined packer (5 degree slope), and then the packer is fixed the 1b37 by cleated top hats. the packer is used to fill the gap between inclined MC3 and vertical beam surface. 8c In this part, MC3 is fixed to EW23, and in the corner, it is fixed to the other window jamb with a flashing lap into the window jamb.
Insulat the ex house 51mm
20
Tendo This te strand post-te It is use strand grout in the the te
Groun This be 40Mpa with R1 area, G the FF. eleme tion wi are be ments transfe founda First Flo The reb there i incline surfac
07 Construction: Case Stud
Bachelor Construction Design, University of Melbourne, 2019 Semeste
The case study ‘Glass House’ is a multiple-functional centre for local football clubs located in Collingw model are used to reveal the construction technology and d
4
(250PFC) to SC9 Connection (250 PFC) is fixed to the Column SC9 (150UC23) by using 12 t plate, 6CFW 2M20 8.8/S BOLTS (TYP.). The 12 mm thick cleat is ed to column SC9 by 6 mm wide continuous fillet weld and 2M20 bolts to fix cleat with FB24.
2b 2a
3
(250PFC) to SC9 Connection (250 PFC) is fixed to the Column SC9 (150UC23) by using 12 t plate, 6CFW 2M20 8.8/S BOLTS (TYP.). The 12 mm thick cleat is ed to column SC9 by 6 mm wide continuous fillet weld and 2M20 bolts to fix cleat with FB26. (detail 2)
1b
1a
1c
ns to FB25 Connection a beam FB25 can not only works as a fascia to cap the roof ture, but also can supported the purlins. FB25 is a primary ture and the purlins are fixed to FB 25 with 6CFW 2M20 8.8/S S (TYP.).
ns bridging: 3 rows bridging ns bridging is installed to enhance n performance and to assist with the tion of roof sheeting.
11 12
Rods: Sag rods are used to prevent the ing of an open-web steel joist that is as a purlin with its depth at right es to a roof slope. It is used in connecwith purlins to take the component of oads which is parallel to the roof.
ing: It is used for lateral resistant, which portant in earthquake resistant and resistant. The bracing is fixed to the mn by using 12 cleat plate, 6CFW 0 8.8/S BOLTS (TYP.). The bracings are ed in the holes on beams.
Exploded Roof Layers
9
14 5
RL 14.75- TOP OF SOUTH PARAPET
6a
ed-in roof truss and column SC9 (to show the load path) oof truss RT12 and another SC9(150UC23) are moved from the part to show the load path (roof sheet-purlins-roof truss-col-footings-foundation). Purlins are fixed to the roof truss by a welded with roof truss. The 8-cleat plate is fixed to purlins by W 2M12 4.6/S BOLTS (TYP.). The roof truss is fixed with column by 12 cleat plate,6 CFW 5M20 8.8/S BOLTS (TYP.). 12 thick full h stiffeners are welded between two flanges of column by W on both sides. a. Top plate of Roof Truss-150UC30 It is hot rolled and galvnised st protection. b.Stiffener are secondary plates attached to SC9 flanges to n them against out of plane deformations. c. Bracing- 90EA It is used for lateral resistance of roof truss.
8b
8
10b
18a 18b
10c
18c 6
10a
10d
J 4
3
18
16 2e
15
14 2d 13
ow sill: It is used to hold window jambs in and slope downward to drain water.
12 1
10
ng: It is installed in EW23 to make the tion work more efficiently and prevent ure or dust to come in.
2b
11
tion-IN1- 110mm Thick Soundscreen: It is used on xterior wall to prevent the unwanted noise into the e. m steel studs: They are structural members for EW23.
8c
FFL RL 8.25- LEVEL1
2
5
6
e glazed window: The window is douazed with a packer in between.
rsal Column 150UC23: It is a primary structure using for ransfer.
7
6
2c
8a
e-layer 13mm water proofing plasterboard: This area is hroom, so it is easy to get wet. The waterproof plasterds are applied to WT31A (both inside and outside to nt the moisture come through the wall.
tion-IN2- 88mm Thick Soundscreen：It is used to prehe toilet or water pipe noise from coming through the
orcement for 1B35: N12 300 CTS ligature with 3 layers of einforcement bars. The concrete cover of this beam is m and concrete strength is 40Mpa and the reinforcement joint to prevent the ligature from touching the concrete e and even being exposed.
CL RL 6.95- LEVEL0
ons for post-tensioned concrete: endon contains 4 Dia. 12.7mm ds and be placed in the ensioned concrete slab/beam. ed to apply tension force to the ds. After everything is tensioned, is poured in via the tubes shown diagram below to help anchor endons in place.
nd floor structural column:C40. earing capacity of this column is a, and the reinforcement of it is 8N20 10ligature@300CTS. For this chosen 2*2 GF has no structural element to support . This column is the nearest structural ent, so it is moved to show the connecith FF beam. The reinforcement bars ent to connected with the reinforceon 1B56, then the loads of FF can be erred to GF and then to the footing and ation by this column. oor Beam 1B36 Rebate: beate is cut to fit the window in and is a packer put on the rebate to fit the ed window with horizontal rebate ce.
8b 9
20
2a 17 19 This GF column is moved from orginal position to show the load path and connection with 1B56.
Peel Line 2
J 6 Peel Line 1
7
18
This tendon is moved from orginal position to show the form.
dy: ‘Glass House’ Analysis
er 1| Individual Work |Studio Leader: Michael Gerard Collins
wood, which is designed by Croxon Ramsey Architects. The axonometric drawing and the 1:25 detailed design of a 4m*6m section of this building.
Legends:
Welded Connection
H
08 Reflection: AA Visiting Sch
AAVS Chengdu, 2019, July| Group Work: Responsible for 3D modeli
The workshop emphasizes the public life of the city of Chengdu. The Mirage pavilion is built in Luxelak it to be merged within the context, celebrating
Mirage Pavilion - Under Constrcution
hool Chengdu - The Mirage
ing, Rendering and Construction|Studio Leader: Stewart Dodd
kes Art Exhibition Centre, Chengdu, China. The reflective surfaces installed on the pavilion allow public realm and the beauty of nature.