TABLE OF CONTENT 01 THE SITE
1-5
02 ISSUE
6-12 7 8 9 10-12
03 DESIGN STRATEGIES
13-20 14-16 17-20
04 PRECEDENT STUDY
21-27 22-27
05 CONCEPTUAL APPROACHES
28-34 29-30 31-32 33-34
06 DESIGN DEVELOPMENT
35-46 36-39 40-42 43 44-46
The History The Warehouse : Albert Shed Models
Potential Idea Issue Dilemmas and Potential Design Hypothesis
Strategic Partners Programs Typology
Productive Neigbourhood
Design Ideas Site Analysis Initial Idea
Development Sketches Mockup Models Initial Plan Initial Sectional Perspective
2 3 4-5
07 AGROCIRCUIT HUBS ANALYSIS Agrohub Agrohub Agrohub Agrohub
A B C D
(FURTHER DEVELOPED IN 4.3)
47-60 49-51 52-54 55-57 58-60
08 DESIGN COGNIZANCE
61-69 62-63 64 65 66 67-69
09 DESIGN FINALIZATION
70-80 71-75 76-78 79-80
10 DESIGN DRAWINGS
81-88 82-85 86 87 88
11 DETAIL DRAWINGS
89-90 90
12 ILLUSTRATIONS
91-95 92 93-94
Logistical Urbanism : Space for Food Structural System Programs Typology Sectional Perspective Method of Assembly
Container Units Overall Design Scheme Modular Configuration
Floor Plans Section Sectional Perspective Front Elevation
Detail 1:20
Rendered Images Detail Models
PROJECT BRIEF The topic for this year is to develop a spatial strategy for a site located along the River Irwell at the corner of Water Street and Quay Street. Currently, there is a very intriguing historical warehouse built around 1840 which hovers a few meters above the river. The typology of this building has been a recurring theme along the river and contains a huge potential in regards to future development. The new strategies for this building/ site can vary from minimal interventions to substantial buildings with the ultimate aim to create a long term use of the site. Through a thorough analysis and survey of the site as well as research about the building and the surrounding area, strong conccepts have to be explores. These ideas will be developed in varous steps throughout the year. The site is owned by the Council and partly used as a carpark by the Marriott Hotel.
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ii
01 1
2
3
4
5
02 ISSUE
6
7
8
9
10
11
12
03 DESIGN STRATEGIES
13
14
15
16
17
20
04 PRECEDENT STUDY
21
22
23
24
25
26
27
05 CONCEPTUAL APPROACHES
28
29
30
31
32
33
CONCEPTUAL ILLUSTRATION OF THE SPACE (PRELIMINARY)
34
06 DESIGN DEVELOPMENT
35
36
37
38
39
40
41
42
43
44
SECTIONAL PERSPECTIVE
45
SECTIONAL PERSPECTIVE
46
07 AGROCIRCUIT HUBS ANALYSIS
47
48
49
50
51
52
53
54
55
56
57
58
59
60
08 DESIGN COGNIZANCE
61
62
63
64
65
SECTIONAL PERSPECTIVE
66
PHASE OF CONSTRUCTION : METHOD OF ASSEMBLY
DEMOLITION OF EXISTING COMPONENTS
Some of the existing structure and building components are damaged due to less mentainance. This need to remove or replace to introduce new scheme.
The existing facade of the building was removed to exposed the original structure of the house. This including the wall panel that attached to the main structure.
The existing wall and secondary support structure was removed to create an open and flexible plan. This is to ensure new scheme that regenerate the use of the river
Existing ramp which no longer used was removed, remain the three section part of the building
Three section part of the building is established. Existing support structure is replaced where needed.
The centre section of the building- was extruded, allowing the river to be part of the new design scheme. This is to correlate the scheme with overall agrocircuit masterplan
Hydroponic system- was introduced on both facade of two side section of the building , facing the river. This system is generated with integrative polytunnel system that span accross the basement of the building, and connected to the river
The lower corner of the building, the photovoltaic panel is installed. This will create a self sustain operate building system and self generated building energy.
ESTABLISHING NEW SCHEME
CONSTRUCTION AND INSTALLATION OF NEW COMPONENTS
67
Overall scheme of the facade of the building.
INTEGRATED TECHNOLOGIES: TYPE OF CONSTRUCTION
EXISTING STRUCTURE
C4
OPEN MARKET CONTAINER UNIT SUPPORT STRUCTURE WITH HYDRAULIC LIVE FLOOR
NEW STRUCTURE
The most important part of the design is to establish new support structure wich can support heavy components and safe for agriculture and water based programs. Various steel connections was introduced to enhance the structure; new support tructure attached to the existing building structure.
DETAIL OF STAIRCASE HYDROPONIC SYSTEM SUPPORT STRUCTURE
C3 C3
C5 C2
C3 C1
TYPE OF STEEL CONNECTIONS
C1
C2
END PLATE BOLTED
COVER PLATE WELDED
C3 DOUBLE SIDED COVER PLATE WELDED
C4
C5
DOUBLE SIDED CLIP ANGLE BOLTED
UPPER COVER PLATE BOLT
68
ILLUSTRATION SHOW THE HYDROPONIC SYSTEM IN THE BUILDING
69
09 DESIGN FINALIZATION
70
REUSE CONTAINER FOR THE SALES UNIT IN THE DESIGN SCHEME Statiscally, about 30%-50% comercial containers are unclaimed or abandoned after used comercially. This lead to increasing amount of area need to store/place this unused container. The design take this opportunity to reuse this unclaimed container as part of the overall scheme. The modification take place for the containers to suit with the design programs.
FACTORY
CONTAINERIZED
Container is producedd in the factory for comerciall use
The containers are designed to various size and shape
UNCLAIMED/ ABANDONED
STORAGE The empty containers are stored
71
PLACEMENT Commercially, container used to movie transport or goods from one place to another
HANDLING Containers are ready for transportation
DECONTAINERIZED
FORKLIFTING
The goods are ready for commercial
The final stage take place where the containers move for the goods to be commercialized
MOBILIZATION
HANDLING
Different type of transportation used to move the containers from one place to another.
Containers arived ready for decontainerize
STORAGE Once ready, it is stored in safe place
ORGANIZATION Different type of containers are organized accordingly
PLACEMENT From the site, containers are placed to safe place
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PANEL TYPE 3
PANEL TYPE 2
PANEL TYPE 1
The containers are redesign with different type of panel that can be installed. This is to suit to different programs that later the containers will accomodate.
CONTAINER SUPPORT STRUCTURE by using I beam steel structure, the beam is to support the container and placedd to the designatedd grid system. HYDRAULIC LIVE FLOOR SYSTEM hydraulic live floor is installed and attached to the support structure allowing the container to be movable according to the grid designed
74
HYDRAULIC LIVE FLOOR SYSTEM The hydraulic live floor system is used, to move the containers units. This provide flexiblity in term of planning. Each system is attached to the steel structural components.
CONTAINER UNIT
SUPPORT BEAM HYDRAULIC LIVE UNIT
PRIMARY BEAM
75
EXISTING ROOF TRUSSES EXISTING ROOF SUPPORT BEAM
CRANE INSTALLED TO THE ROOF STRUCTURE STEEL CONTAINER SUPPORT STRUCTURE
COTAINER UNIT
76
PUBLIC CIRCULATION WHITHIN THE OPEN MARKET AREA 4 staircases is installed to maximize the circulation flow within the open market area. Each staircase will cover 2 units area as shown on the next page.
77
OVERALL DESIGN SCHEME
78
79
80
10 DESIGN DRAWINGS
81
82
83
84
85
BUILDING SECTION
86
SECTIONAL PERSPECTIVE
87
FRONT ELEVATION 88
11 DETAIL DRAWING 89
DETAIL DRAWINGS
DETAIL DRAWING Container to manuf’s detail
DETAIL SECTION
25mmx25mm tube steel floor studs 200mm thk steel beam to Eng’s detail
Door locking bar to manu. details Door leaf to manu. details Door hinge to manu. dtls Forklift pocket to manu. dtls
25mm thick slip block Forklift steel structure to manuf’s detail Door locking bar
Forklift steel structure to manuf’s detail
DETAIL SECTION
200mm thick reinforced concrete slab to Eng’s dtl Floor deck 250mm thk. steel beam
25omm thk, steel collumn 25mm slip block to Eng’s dtl.
10mm dia. nuts bolted to the foundation to Engr’s detail 15mm thick steel plate to Engr’s detail Foundation reinforcement bar to Engr’s details
DETAIL SECTION
Foundation to Engr’s detail
DETAIL SECTION 1:20 REDUCED TO FIT PAPER
90
12 ILLUSTRATION AND MODEL
91
92
DETAIL MODEL 1:20
93
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95