DESIGN PORTFOLIO M.ARCH YEAR 5- U.S.E

Page 1


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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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


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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.

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OVERALL DESIGN SCHEME

78


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10 DESIGN DRAWINGS

81


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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

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12 ILLUSTRATION AND MODEL

91


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DETAIL MODEL 1:20

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