PORTFOLIO SELECTED WORKS 2015-2017
TRINH H.P. PHAM UNIVERSITY OF MELBOURNE BACHELOR OF ENVIRONMENTS
HELLO!
EDUCATION 2015-2018
Bachelor of Environments, University of Melbourne, Australia
2017
Winter course, AA Visiting School in Seoul, Korea.
2014-2015
Foundation Studies, Trinity Col lege, University of Melbourne, Australia
2011-2014
Luong The Vinh High School for the Gifted, Vietnam
VOLUNTEERING AND WORK EXPERIENCE
TRINH PHAM Phone: 0435767055 Email: j.pham96@gmail.com
2016-2017
Student Freelance at Samraj Project & Design
2016
Student volunteer for Pholiota Unlocked exhibition, Melbourne School of Design
2016
Volunteer for Conservation Volunteers Australia
EXHIBITIONS 2016
Digital Design and Fabrication: 2nd Skin Exhibition, Melbourne School of Design, University of Melbourne
2016
Studio Water Exhibition, University of Melbourne
SKILLS Autodesk AutoCAD Autodesk Revit Mcneel Rhinoceros 3D Grasshopper 3D 3Ds Max Sketchup Vray Lumion Adobe Photoshop Adobe InDesign Adobe Illustrator Adobe Acrobat Reader Microsoft Office Word Powerpoint REFEREES Raju Mazumdar, Studio Tutor, University of Melbourne, Australia raju_mazumdar@yahoo.com.au
THE BOATHOUSE PROJECT INSPIRED BY TADAO ANDO
Inspired by Tadao Ando design principles, the boathouse design pays great attention to the site context where it is located in terms of topography and humans’ experience. The overall form of this boat house consists of pure geometric forms collided and symmetrical arrangement. Having two separate areas: private working space including storage, workshop and office and public area include café, hire counter and restaurant, these areas are arranged in the way that, together with circulation, people can take on a journey to history and self-introspection.
“You cannot put something in new place. You have to absorb what you see around you, exist on land, and then use the knowledge along with contemporary thinking to interpret what you see”- Tadao Ando
THE inviCLOUD
In collaboration with Nik Lee and Henrik Green
With the aim of creating a 2nd skin, particularly a sleeping pod for individuals to address their privacy within public space, the structure consisting of sectioning and panels and fold systems generates an artificial cloud pod that allow individual can take a nap in public space without being disturbed by the surrounding. Pursuing the idea of invisibility and lightness, the panels where folded and layered in the way that challenge what is visible and what is not. Surroudning environment cannot observe what inside but users can see what is happening outside through different thresholds.
ROCK WITHIN With the brief of designing a change room at Dights Falls, Merri Creek, our design concepts focus on providing an environmental friendly open space that not only functions as a change room but also provides a public space encouraging people to gather together and enjoy the landscape. RESPECTING THE NATURE Inspired by the rock bar along Dights Falls, our structure sits near the falls and onnects the higher and lower typography together, establishing a transition in experience from trasquil, slow-paced water to energetic and fast moving water falls below. The structure provides an open platform where families and friends can sit down and relax during weekends and with the water falls, it can be a cooling space on a hot summer days. This idea was developed from observation that there was not many facilities that allow people to sit down and enjoy the landscape. MATERIALIATY With the aim of designing an eco-friendly structure, the design consists mainly of timber frame infilled with polypropylene tubes in different layers to provide privacy and create interesting visual effects from afar.
Beacon of Light
Bath House
토랑 레스 DO YOU WANNA TRADE PLANTS WITH MATH TEACHING? :D
GARBAGE EXCHANGE
AYE NICE MUSIC MAN!
ZIPLINE
Bathhouse
Beacon of Hope
Community Garden COMMUNITY GARDEN
FEET JACUZZI
Digital Screen
Feet Jacuzzi
Garbage Exchange
Moving Home
Outdoor Cinema
Community Radio
Skill Booth
Viewing Platform
Rooftop Garden
Community ID
Pleasant Moment
Line-Parking
편의
Garibot
i
Zipline
점 시장
정보 센터
你好！ 안녕하세요！ Hello!
집
HOMELINE
레스
토랑
RE
RMATIONAL CENT
GARIBONG INFO
HOMELINE BOOTH
INFO CENTRE
Information Station
MOVING HOME
Garibot
Homeline Booth
Interactive Screen
OPPA, WHO PUT THIS TREE OUTSIDE?
F**K
G MOVARDEN ER
SH*T
TRANSFORMER CARPARK
Moblie GARDEN Garden MOBILE
Table
Carpark
Skill Booth
Swearing Box swearing box
Rooftop Public Space
Raindrop Festival
TRADITIONAL GAMES
Public Toilet
Raindrop Festival
Unit 2 Hyper Agency | Aleksandar Bursac & Soomeen HAHM SpaceStream | Mengying LI. Zhen SHAN. Shaoru WANG & Wenjian YANG
Honeycomb Home
Tradition Game
AA VS Seoul 2017 Social Algorithms 5.0 | Yonsei University 1 /2
GARIBONG-DONG AA VISITING SCHOOL
By collecting quantitative and qualitative data of people’s experience in Garibong-dong, a Chinese-Korean community in Seoul, Korea, we identity design potentials and offer a platform that reconnects the government and the local community to ensure improved living conditions. Our aim is not resolving specific problem but to offer “a box of chocolate” in which people can choose the solution that is most suitable for them.
Render by Newman Chow
RESIDENTIAL PROJECT IN CRANBOURNE Residential house design project for family in Tulliallan, Cranbourne North, Victoria, Australia.
FIRST FLOOR PLAN SCALE 1:100 @A3
CONSTRUCTION DESIGN A detailed study of construction system of given case study Western Bace in Melton South by Six Degrees Architects
AXONOMETRIC DRAWING SECTION M 0.0 SITE AND FOUNDATION
0.1 CLAYED SILT, RED BROWN, BASALT GRAVEL 0.15m DEPTH 0.2 SILTTY CLAY, RED/BROWN, HIGH PLASTICITY 0.6m DEPTH 0.3 EXTREMELY/ HIGHLY WEATHERED BASALT, BASALT ROCK 0.9m DEPTH 0.4 CONTROLLED FILLED SOIL
1.0 FOOTING SYSTEM
1.1 450mm STRIP FOOTING WITH 4-L12 REINFORCEMENT TOP AND BOTTOM. BEARING CAPACITY: 300kPa, DEPTH: 600mm. STRIP FOOTING SITS ON TOP OF MASS CONCRETE WHICH EXTENDS 100mm INTO HIGHLY WEATHERED BASALT ROCK. 1.2 2000X2000mm PAD FOOTING WITH N16 BARS @250 CTS. ON TOP AND N20 BARS BOTTOM @250 CTS. BEARING CAPACITY: 350 kPa. PAD FOOTING SITS ON TOP OF MASS CONCRETE WHICH EXTENDS 100mm INTO HIGHLY WEATHERED BASALT ROCK. 1.3 600mm DIAMETER BORED PIER WITH SL92x2400 SQUARE ON TOP OF SLAB. 1150mm DEEP BORED PIER SOCKET 100mm INTO HIGHLY WEATHERED BASALT ROCK. BEARING CAPACITY: 400kPa 1.4 MASS CONCRETE
2.0 FLOOR SLAB SYSTEM
2.1 100mm COMPRESSIBLE CARDBOARD VOID FORMER 2.2 SL72 REINFORCEMENT ON TOP OF SL92 REINFORCEMENT WITH 30mm CONCRETE COVER, OVERLAPPING 1 GRID+ 25mm 2.3 0.2 POLYTHENE MEMBRANE 2.4 150mm CONCRETE SLAB ON GROUND 2.5 15mm CARPET FLOOR FINISH 2.6 150mm EXTERNAL CONCRETE RAMP SITTING ON TOP OF STRIP FOOTING 2.6 10mm ABLEFLEX TO FULL PERIMETER TO ISOLATE CONCRETE SLAB FROM THE CONCRETE COLUMN 2.7 N12 BARS X800 LONG @400 CTS 2.8 HOLLOW CORE SLAB: 300 HOLLOWCORE PLANK, LOCALLY FILL CORE WITH CONCRETE 2.9 30 MPa CONCRETEE SCREED
3.0 CONCRETE COLUMN AND BLOCKWORK (GROUND FLOOR)
3.1 90x190x390mm BLOCKWORK 3.2 70mm CAVITY WITH 20mm R2.4 FOILBOARD ‘ULTRA 20’ 3.3 190X190X390mm CORE FILLED BLOCKWORK. 140mm CONCRETE BLOCK AT THE BOTTOM ROW TO ACCOMMODATE SERVICES DUCT 3.4 250x700x7270mm PRECAST CONCRETE COLUMN SITS ON PAD FOOTING. REINFORCEMENT: 8-N20 DOWELS CAST INTO PAD FOOTING, 50mm DIAMETER PVC GROUT DUCTS WITH FLOWABLE GROUT ON COMPLETION OF PRECAST ERECTION
4.0 WINDOW SYSTEM
4.1 FORMPLY PROVIDES CLEAR SEAL TO EXPOSED EDGES 4.2 20mm R0.2 THERMAL BREAK RIGID INSULATION 4.3 FOLDED COLORBOND CAPPING 4.4 150x75mm PFC HEADER 4.5 AUSTRALIAN ALUMINIUM FINISHING ‘EVERSHIELD EXTERNAL’ HIGH GRADE ANODISING
5.0 INTERNAL WALL SYSTEM
5.1 92X38mm STEEL STUD SYSTEM SPACING AT 600mm 5.2 10mm PLASTERBOARD, 15mm PAINTED PLASTERBOARD, 25mm BATTENS WITH 40mm EQUAL ANGLE, 12mm SELECTED ECOPANEL 5.3 75mm BRADFORD 1.8 GLASSWOOL BATTS 14KG/M3 5.4 17mm FORM-PLY(FP) SKIRTING OVER 10mm PLATERBOARD MASTIC SEAL 5.5 16MM PAINTED PLASTERBOARD WITH STOPPING ANGLE TO ALL PB EDGES, 75MM SELECTED ACOUSTIC INSULATION IN 92MM STEEL STUDS 5.6 17MM FORM-PLY SKIRTING AND 10MM MASTIC SEAL TO ALL MATERIAL JUNCTIONS
6.0 BRIDGE STRUCTURE
6.1 380x100mm DEEP STEEL TRUSS (BOTTOM CHORD) 6.2 300x90 mm PFC 6.3 125x10 EA x400 LONG WELD TO 1B2 AND BOLTED TO FIRST FLOOR SLAB USING 2-M20 INTO M20 FERRULE 6.4 100 UC 14.8 6.5 100x50x3.0mm RHS @450 CTS. 6.6 150x50x3.0mm RHS GRADE C450LO DUAL GRADE @450 CTS. 6.7 380X 100 DIAGONAL TRUSS 6.8 380x100 DEEP STEEL STRUSS ( TOP CHORD) 6.9 C10015 @ 900 CTS. MAX 6.10 200x75mm PFC 6.11 C150-15 @900 CTS. MAX 6.12 ROOF BRACING 6.13 VERSICLAD 75mm R2.6 ‘SPACEMAKER’ STRUCTURAL INSULATED ROOF PANELS 6.14 135X35mm URBAN SALVAGE NOMINAL REMILLED RECYCLED SPOTTED GUM (NO RED TONES), CLASS 1 OR 2 EXTERIOR GRADE, SEASONED AND DRESSED ALL AROUND
7.0 EXTERNAL WALL SYSTEM AND SUNSHADE SYSTEM
7.11
7.1 200x75 HOT-DIP GALVANIZED PFC 7.2 40 SQUARE ALUMINIUM TUBE FRAME BOLTED TO 200x75 PFC USING M10 A70 STAINLESS STEEL BOLTS. PERFORATED METAL SHEETING TO BE PERFORATED 50% MINIMUM. 7.3 200X75 HOT-DIP GALVANIZED PFC 7.4 30X10MM STEEL FLAT WELDED TO PFC 7.5 3MM PERFORATED STEEL SHEET SUNSHADE FIXED TO STEEL FLAT 7.6 100X75MM STEEL GIRT TO BE CONNECTED TO 150X 75 PFC USING 6 CLEAT PLATE 7.7 2-M12 PURLIN BOLT TO GIRT 7.8 150X75 PFC BOLTED TO PRECAST CONCRETE COLUMN USING 150X90X20 UA BRACKET, M20 BOLT INTO FERRULE 2-M20 8.8/S 7.9 ARCHCLAD ‘EXPRESS PANELS WITH 294 FACES’, 0.7MM THICK FOLDED COR-TEN PANELS 7.10 BREATHABLE WATERPROOF MEMBRANE: KINGSPAN ‘AIRCELL PERMISHIELD 80’ 8MM FOAM SHEET WITH PERFORATED FOIL FACING, R0.25 MINIMUM 7.11 KINGSPAN ‘KOOLTHERM K5’ EXTERNAL WALL BOARD 80MM THICK, R4.0T
8.0 ROOF SYSTEM
8.1 600X115 GL18 UNILAM BY LTS, EXPOSED LAMINATED BEAMS, 30MM PRECAMBER 8.2 HJ24090 TO HJ40090 CATER HOLT HARVEY HYJOIST. 8.3 ROOF INSULATION BETWEEN HYJOIST: TONTINE 190MM R3.5 BATTS 8.4 45X90 MGP12 @1200 CTS. MAX 8.5 45X90 MGP12 BATTENS @900 CTS MAX FIX TO HYJOIST USING 75 LONG BATTEN SCREWS 8.6 VERSICLAD 75mm R2.6 ‘SPACEMAKER’ STRUCTURAL INSULATED ROOF PANELS 8.7 400MM DIAMETER PAINTED GALVANIZED STEEL HANDRAIL ON 10MM DIAMETER FABRICATED GALVANIZED STEEL BRACKET AND 46 DIAMETER STEEL MOURNING BRACKETS 8.8 TRIMDEK FASCCIA CLADDING 8.9 FOLDED ARCHCLAD COR-TEN CAPPINGS ON 38X300MM GRADED SUBSTRATE CAPPING
AXONOMETRIC VIEW SCALE 1:20 @A0
SCALE 1:20 @A0
CONSTRUCTION ANALYSIS
A detailed study of construction sequences of Queenscliff House by John Wardle Architects