Graduate Portfolio Leo Huang Application ID: 122242 University of Melbourne 2016 Recycled Timber Bridge Prototype 1
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Content Recycled Timber Bridge Perception Shift: Multipurpose urban building
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Studley Park Boathouse
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Tensegrity Second Skin
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Scaled model of Ivanhoe Grammar Senior Building
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Leo Huang 40 Alfred Street, North Melbourne 0433 144 893 Melbourne School of Design 2013-2016 Software Skills: Rhino -Grasshopper -Vray Indesign Photoshop
Grasshopper exercise: Exoskeleton + Dodecahedron + Kangaroo
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Recycled Timber Bridge Architecture Design Studio: Air 2015 Semester 2 - Melbourne School of Design In collaboration with Nina Novikova Responsible for the Recycled Timber Rib Bracings
The project experiments with combining parametric design and recycled material of different dimensions to challenge the use of computational design in a less then perfect situation. The project is designed to use recycled timber of various sizes to join the steel beams and form a small foot bridge.
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From top to bottom: 1. The generative process of each individual timber bracing. Each recycled pieces of timber has their dimensions recorded and oriented to the optimal position for joining the beams, through a script, such that it can be built with minimum cutting necessary. 2. Concept sketch model highlighting the timber ribs supporting and bracing the beams 3. Construction Process: Each piece of timber has half lapjoints cut accordingly to ensure an easy fit. The timber are attached in layers sorted by dimensions
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Anticlockwise from top right: 1. 1:1 scaled prototype for testing out the construction of the bridge, using recycled material from a construction site. The footbridge is designed such that it can be constructed rapidly with expensive tools such as CNC router and robotics, or in this case, slowly with hand tools. 2. Half lap joints are used to ensure a better locking system between the elements, while reducing construction time when compared to full lap joints 3. Rendered 3D model of the completed design. The model shows the curved form generated through mathematical equations by Nina, constructed with 24 recycled timber ribs to hold the beams in place.
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1:5 Scaled model of the final design
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Perception Shift Architecture Design Studio: Fire 2016 Semester 1 - Melbourne School of Design The brief of the design is a highly flexible multipurpose building in an urban context, with a variety of spaces for health care, hospitality, and office. The main design intention is to provide one large open space through joining several smaller spaces with vertical circulation. The design combines knowledge and skills gained from previous courses as a capstone project.
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Top left: Concept diagrams showing the building combines stacking geometry with forming one contiuous journey up. Middle and bottome left: sketch models and drawings for developing intended form and atmosphere Right: interior render of the Art Gallery using Vray and Photoshop
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Left: Site plan Top Right: 4th floor plan. Conference spaces and lounge Bottom Right: 7th floor plan. Hotel suites
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1st Floor
2nd Floor
5th Floor
Restaurant - sits 50 people Bar
Architecture Office - A small office with a kitchen, a meeting room, a lounge space and a balcony
An Afterbirth Care Facility was chosen as part of the theraputic wellbeing brief
Kitchen - with appropriate space for storage, cool room, and freezer room
Facility Office
Lounge space
Caretaker’s living quarter - with ensuite
Interior stairs for accessing upper level
Courtyard with parametric designed sitting area
Pediatrition with appropriate consultation space and bedding space Exterior courtyards and doubled heighted ceilings
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Studley Park Boathouse Architecture Design Studio: Water 2014 Semester 2 - Melbourne School of Design The Studley Park Boathouse is a design that follows the formal language of Richard Meier, in particularly the Hoffman House. The form is created using two rectangles interlocking at 45 degrees, with other features such as curtain walls, pilotis and double heighted space. The Boathouse includes a Restaurant, Cafe, Kiosk, and a boat hire and storage space.
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Site plan
Formal Design Language
Glazing
Contour model showing the relationship of the building, the outdoor area, and the site
Low Walls
Structure
Openings
Detailed isometric
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Perspective Render with Rhino and Vray
Lower Floor Plan
Upper Floor Plan
Section Through Restaurant and Cafe
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Anti-clockwise from top left: 1. Concept sketch - rough idea of how the design will envelope the body 2. Prototype tensegrity model - for Understnading the role of tension and compression. Compression elements do not come into contact with each other. 3. Detail of joinery - joints are made by slotting MDF pieces, locked by the tension of the elastic bands. 4. Final Product forms a curve around the body.
Tensegrity Second Skin Virtual Environments Melbourne School of Design 2013 Semester 2 This project explores the mix of tension and copmression in a tensegrity structure and how it make structures ‘float’. The brief of ‘Second Skin’ is translated literally as each of the struts hover away from the body and from each other, held together only by elastic bands.
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IVANHOE GRAMMAR SCHOOL McBRIDE CHARLES RYAN Roof
Scaled model of Senior Years Building, Ivanhoe Grammar
1. Lysaght Klip-Lok Classic 406 Metal Roofing: 406mm W x 40mm H 2. 40mm spacers with Roofing Clips 3. Fletcher Insulation Permastop Building Blanket with wire mesh and vapour barrier 4. Lysaght Cee Purlin C25019 G450: 254mm H x 76mm W x 1.9mm T, Bolted onto 10mm Cleat Plate with m16 bolts, continuous fillet welded to roof beam. 5. Roof beam 460UB67.1: 454mm H x 190mm W, joined to SHS Column with 10mm fillet welded cleat plate with 20mm bolts 6. SHS: 89mm x 89mm x 6mm, 350 Mpa
by McBride Charles Ryan Construction Design Melbourne School of Design 2015 Semester 1 In collaboration with Pui Yee Chew
Parapet
7. Timber spacer and Stratco capping painted black 8. Lysaght Longline 305 Wall Cladding: 305mm W x 48mm H 9. 150mm RHS structural zone with pink batts insulation 10. 35mm top hats with Fletcher Insulation Permastop Building Blanket on both sides of structural zone 11. Lysaught Spandek Claddin: 700mm W x 24mm H 12. Flashing overlap Klip-Lok roofing, over Permastop vapour barrier 1
Ceiling
The 1:20 scaled model is constrcuted to understand every component that goes into the design and construction of a building. The model and exposed axonometric drawing explains in detail various architectural design choices such as materiality, environmental performance, structure, and constructability. The model also outlines elements where the original design could be changed to improve the building performance.
13. Rondo Suspended Ceiling system 14. Hanger clips at 1200mm x 1200mm pattern on to purlin 15. Suspension Rods connects hanger clips to suspension clips to top cross rail 16. Top cross rail at 1200mm spacing 17. Locking key connects Top cross rail to Furring Channel 18. Furring Channel at 600 spacing 19. Acoustic Rate plasterboard 20. Compressed Fibre Cement sheet
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Wall
21. Lysaght Longline 305 Wall Cladding: 305mm W x 48mm H 22. Clip fixing for Longline 305 23. 2 layer of 6mm water and boil proof plywood 24. Flashing at the top and bottom of Longline cladding 25. 150mm RHS structural zone with pink batts insulation 26. 35mm top hats with Fletcher Insulation Permastop Building Blanket on both sides of structural zone 27. 13mm Impact resistant plasterboard 28. SHS Column: 100mm x 100mm x 9 mm 29. SHS Column: 100mm x 100mm x 6mm 30. CONCRETE WALL: 16mm steel reinforcement at 100mm from top and bottom, 11mm rectangular lig at 100mm x 200mm 31. Continuous vapour proof polyethylene barrier 32. 9mm Vitrapanel Compressed Fibre Cement Sheet 33. Exotec Tophats with Gasket at Vitrapanel Joint
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Window
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34. Spacer joins window frame to structural zone 35. Capral 425 Narrowline Double Glazed aluminium frames: 101.6mm x 50mm 36. Aluminium pressing for window junctions 37. Silicon Seal
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First Level
38. Carpet Broadloom 39. Carpet Underlay 40.Concreate Beam 43 (CB43): 3 24mm reinforcement bars, 80mm top and bottom with 450mm thick concrete and 32 MPa strength 41. Concreate Beam 25 (CB25): 7 24mm reinforcement bars with 10mm ligs 200mm apart, with 450mm thick concrete and 32 MPa strength 42. Concreate Beam 31 (CB31): 7 24mm reinforcement bars with 10mm ligs 200mm apart, with 450mm thick concrete and 32 MPa strength 43. 12mm Ligs 200mm apart with 200mm thick slab 44. 12mm Ligs 200mm apart with 300mm thick slab 45. Lysaht Bondek 46. Concrete Column RC20: 225mm Diameter with 4 Reinforcement Bars and Dowel joints
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Stairs
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47. 16mm steel bars 150mm apart with 100 mm into edge beam and 600mm overlap to stairs 48. 16mm steel bars 150mm apart along the stairs. 49. 12mm steel bars horizontal at 150mm apart 50. Waterproof membrane 51. Blue stone finish 52. 10mm shadowline to wall 52. Tredfix IKB121 Stair nosing: 57mm W x 5mm T 53. Stainless steel handrail at 880mm from stairs: 40mm D x 16mm T 54. Solid 15mm stainless steel handrail bracket with 45mm D circular faceplate at 1200mm apart max 55. Dowel Joint from Precast Concrete Panel to Edge Beam
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Shading Fins
56. Laminated Spotted Gum Timber Fin 57. Aluminium Flashing 58. Bent plate: 50mm W x 16mm T, to fillet weld to RHS structure zone 59. 2 16mm fully threaded bolt 80mm apart with 3mm washers 60. 50mm W x 16mm T plate welded to 24mm Steel Rod welded to Structural zone
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Bathroom
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61. Rigid board insulation 62. Continuous waterproofing membrane 63. National Tiles gloss white ceramic wall tiles, 300mm H x 600mm W x 9mm T 64. Gerflor R10 Slip resistance Vinyl: 2mm T
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Foundation
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65. Edge Beam 400mm W x 600mm H, with 25MPa strength and 2 16mm bars reinforcement at top and bottom with 70mm cover. 66. 10mm Ligs at 300mm apart 67. 9mm square mesh at 200mm x 200mm, centred to the slab 68. 125mm T concrete slab with 25 MPa Strength 69. 50mm compacted sand 70. Abelflex expansion sealant 10mm T x 100mm H 71. Two layers of Polyethylene waterproof membrane 72. Compacted class ‘A’ rock at 100mm 73. 8mm square mesh at 200mm x 200mm 74. Bored pier with no reinforcement
Soil
75. Silty Clay suitable for building: potential problem due to nearby tree roots 76. Clayey silt: Problem with moisture and leftover organic material 77. Filling Clayey silt
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From left to right 1. Western view 2. Eastern View 3. 1:20 Axonometric drawing detailing all elements of the building, their roles and how they relate to each other.
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AXONOMETRIC DRAWING Scale - 1:20 on A0
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Building - IVANHOE GRAMMAR SCHOOL Architect - McBRIDE CHARLES RYAN
Subject - ABPL30041 -Construction Design Tutorial - 14 Tutor - Wilson Name - Hao-Chen (Leo) Huang Student Number - 637683