UNIVERSITY PORTFOLIO IAIN BLAMPIED UNIVERSITY OF SYDNEY SEDIMENTARY - YEAR 5 - 2011 THEATRE OF EROSION - YEAR 5 - 2011 HYDE CYCLE CENTRE - YEAR 4 - 2010
UNIVERSITY OF PORTSMOUTH EMSWORTH ACTIVITY CENTRE - YEAR 3 - 2007
SEDIMENTARY SYDNEY UNIVERSITY - YEAR 5 - 2011
As the second largest mineral extracting nation on Earth, Australia has over 400 working mines. Once these spaces of raw destruction become exhausted of there mineral qualities a dormant scar remains. A space of scale and power, that seems distant and out of reach. The intent of this proposal is to explore architecture as an activator for reclaiming space in the wake of mineral extraction in a semi urban context. A Conceptual framework that draws on notions of geological biomimetics, specifically sandstone focusing on adaptive sedimentation and chaotic flow. A public route carved through the centre of Cultural Arts and Education; progressively flowing through the structural body into the depths of Horsnby Quarry. The dynamic adaptive skin wraps the program responding to spatial and environmental requirements.
ENTRY LEVEL PLAN
In section a standard structural grid system denotes rigid space division and movement between levels.. A standard system uses columns and beams that have a primary role of structural stability
The Floor plates were fractured, forming a stronger visual link between levels. Breaking each floor plate into three created a set of progressive plateaus that lead to the level below.
Linking the plateaus with ramps increases the physical connection between levels. A natural hierarchy of levels began to form, the route down the building was carved out between the plateaus.
Linking alternate levels formed a line of connection between ramp surfaces this became a component for structural stability.
The flowing circulation is within the structure, forming two major circulation pathways, vertical (local) and horizontal (global) routes.
1. 2. 3. 4. 5.
Entrance Bridge Lifts Public Ramp Entry Cafe Ticket office + Building information centre
MODULAR TRUSS SYSTEM Using the human body as an origin for scale and conceptual thinking provided a strong link between the building occupants and the architecture they would experience. A logical approach was taken, evolving the conceptual ideas into a framework of design that derived at a component. The component was an element of the building, 3 floors. This small section of the building was evolved, detailed and resolved so that it could be used throughout the full height of the building. Circulation between levels and spaces evolve around a system of differing speeds and distances. A continuous route is carved through the floor plates, progressively shifting spaces in a fluid like motion, forming a communal space down the building. The route contributes to the flow of people at a regional scale, transporting them into the quarry, while also forming connections between spaces on a local scale. A spine of the circulation is high speed vertical movement through mechanical transportation, lifts.
SPATIAL ADAPTATION A degree of varying transparency between the public and private spaces, views down and up into the private spaces can be altered according to the requirements of the individual spaces.
RESEARCH ACCOMMODATION Self contained apartments
ENTRY LEVEL Cafe / ticket office SERVICES LEVEL WC / stores
RESEARCH CENTRE Geological extraction research
EDUCATION CENTRE Extension to the existing TAFFE
PERFORMANCE CENTRE FOYER PRACTISE ROOM / HALL
BACK OF STAGE STORE
THEATRE OF EROSION SYDNEY UNIVERSITY - YEAR 5 - 2011 Partnered with Oliver Hessian
The eroded walls begin to unfold and open to frame views towards the Hall, inspiring a strong relation to The Quadrangle. Inside, oblique views and skylights chandeliers engage the audience in an ethereal atmosphere
â€˜Theatre of Erosionâ€™ explores a passage from space to place: the transition of an audience from reality to intrigue. Set inside the monumental stone presence of The Quadrangle, the project takes as its departure point the movement of an audience as a force that erodes away the remaining volume surrounding a performance space. Through various digital explorations, the project investigates a geometry based on stages of transition, modelling the external and internal volumes of an abstract mass according to parameters that control the intensity of inner theatre space; establish transparency; orchestrate key views to the main space; and respond to fabrication criteria. The project simulates natural landscapes of erosion, thus creating a dynamic sequence of spaces where views continually changed as part of a slow removal of the audience from their daily concerns. The journey takes an audience around the periphery of the venue, traces a path through the grotto of the bar spaces, leading inside and ultimately past the stairs to the centre of the seating bank. The erosion geometry is generated using a metaball definition to define the path and volumes of the spaces, over a field that varies according to length, radius and density of cylinder elements, and with sine curves applied to the proposed sections. The form is constructed by a multitude of differently sized cylinders of plywood, from which panels are formed, that can be assembled in a relatively short time. Cylinders are both stacked and hung from the scaffolding of the theatre seating underbelly. The theatreâ€™s elevations read continuously from outside and inside, in density and size of the cylinders complementary to the mood of the transition stages, and the relationship to the host building in which the theatre is embedded.
7 fig 1.: audience space
Box Office Entrance Bar Spotlights Cave Auditorium Entry Seating Stage Side Stage Void
fig 2.: eroded construction
1 10 5
2 fig 3.: transition path through cavities
Focus 1: Sculpture in Quad
Focus 2: Quad
Focus 3: Spotlights
Enter Quad + arcade
Enter Venue to framed views of Quad from bar
Space tightens skylight relief
Focus 4: Performance
Focus 5: Stage
Enter the low cave and lose touch with Quad
Up stairs to emerge in seating bank
Photos by Kathrine Lu
In order for the fabrication to be as straightforward as possible we have limited the cylinder radius to nine sizes. These could then be ordered in bulk at their standard length and cut to size for the panel assembly. These prefabricated panels would then be bolted together on site. SCHEME MODELS
HYDE CYCLE CENTRE SYDNEY UNIVERSITY - YEAR 4 - 2010
Serving the needs of Sydney’s eastern suburbs commuters, the HYDE CYCLE CENTRE is a strategic part of the Sydney 2030 framework. Positioned at the confluence of key entry routes to the city, the Hub sits over an existing underground carpark – providing new activity to the street and an important new transport alternative. The Hub will act as a catalyst for continued change in the city’s transport modes – from a reliance on increasingly frustrating vehicular commuting to healthy, energizing cycling journeys. The Hub is focused on two key user groups: members and tourists. Members of the Hub have 24-hour access to bike storage and change facilities. Tourists can rent bikes and access the Hub’s facilities during operating hours. A café also operates in the building, providing a meeting point and an opportunity to catch breath before and after riding. The Hyde Hub is a dynamic building that makes using it an exhilarating experience. The street extends into the building, allowing cyclists to ride up a ramp and directly into the storage space. The extension of the street provides a continuous space that stretches and contracts to provide entry points, storage space, and transitions in movement. This leads to the building’s upper levels where cyclists can access the ‘refreshment block’ – the core of the building containing showers, lockers and other change facilities. Filtering down to the ground floor, users can then enter the café.
Member Bike Storage
Retail and Bike Repairs
Eat + Drink Street
Causal expirence, slowly make way into the city
Arrive hot and sweaty
walk into the city from accommodation
Arrive reasonably fresh
Store bicycle long or short term
Hire bike + equipment
Store bicycle short term
Changing facilities, toilets, showers and lockers
Changing Facilities Tourist Bikes
None member of bicycle hub
Connect to bike, helmet on, become one with bike and ride into city
Bicycle Repair centre Bicycle repair
Member Bike Storage Flexi Housing
Member of the bicycle hub
Bicycle route maps of the city
Eat + Drink at cafe
Walk to locations wthin city
Cycle around the city
Return for bicycle from store
Return with bicycle
FIRST FLOOR PLAN
GROUND FLOOR PLAN
10 13 11
SECOND FLOOR PLAN
KEY 1. Bicycle entrance 2. Plant room 3. Staff area 4. Servery - food and bike members 5. Cafe 6. Kitchen 7. Bike repair centre 8. Tourist bike dispenser 9. Members bike storage tower 10. Female lockers 11. Female Showers 12. Female toilets 13. Members bike storage tower 14. Male lockers 15. Male showers 16. Male toilets
Storage tower - structural steel frame clad with frameless glass, secondary use as ventialation ducts for car park below.
PHASE 1 PHASE 1 PHASE 2 PHASE 2 PHASE 3 PHASE 3 Precast concrete fines PHASE 1 PHASE 2 PHASE 3 Prepae existing site, remove all existing Prepae trees,existing shrubery, site, soft remove landscaping all existing surfaces trees, and shrubery, steel fencing. soft landscaping Removing surfaces all existing and render steel to fencing. reveal Removing the bare faced all existing render to reveal Construct the barenew faced base over the site in concrete, Construct this new willbase also over form the site beginning in concrete, of the this ramp willonalso each form side, theuntill beginning the ramp of the becomes ramp on suspended each side,using untillathe different ramp becomes suspendedForm usingthe a different second phase of insitu concrete Formconstruction, the second phase the twoofprimay insitu concrete elementsconstruction, being the refresment the two primay block and elements the parting beingwall the to refresment the end ofblock the west and the elevation. parting wall to the end of the west elevation. with polycarbonate rain structure to the existing car park. This structure is to provide to the a suitablely existing car stripped park. This site is to to allow provide construction a suitablely to procceed stripped site whilest to allow also for construction aestheticaltoreasons. procceedPiles whilest andalso for aestheticalstructural reasons. system. Piles andAlong the west side structural of the sitesystem. the proposed Along the concrete west side will be of the set back site the from proposed the existing concrete to create will be a diffining set back edge from the between existing thetotwo, create whilst a diffining still edge between the two, whilst still Prepae existing site, remove all existing trees, shrubery, soft landscaping surfaces and steel fencing. Removing all existing render to reveal the bare faced Construct new base over the site in concrete, this will also form the beginning of the ramp on each side, untill the ramp becomes suspended using a different Form the second phase of insitu concrete construction, the two primay elements being the refresment block and the parting wall to the end of the west elevation. transfer beams are to be positioned totransfer insure the beams load are of atonew be positioned sturcutre istofully insure self the supported load of and a new deos’t sturcutre rely on is fully the existing self supported structure and at deos’t all. rely on the existing structure atcreating all. an effect of drapping the proposed creating over anthe effect existing of drapping site. the proposed over the existing site. screen. (see c)is to provide structure to the existing detail car park. This a suitablely stripped site to allow construction to procceed whilest also for aesthetical reasons. Piles and structural system. Along the west side of the site the proposed concrete will be set back from the existing to create a diffining edge between the two, whilst still transfer beams are to be positioned to insure the load of a new sturcutre is fully self supported and deos’t rely on the existing structure at all.
creating an effect of drapping the proposed over the existing site.
Perforated corten panels with polycarbonae rain screen infill between steel columns. (See detail a)
Structural steel diagrid with curtain wall infills to the ground floor and a poly carbonate backing screen to the street space above. (See detail b) PHASE 4
WEST ELEVATION PHASE 5
Thisofphase is the finishing stage. The This west phase elevation is the is to finishing have the stage. corten The panels west elevation hung to the is to outside have of thethe corten columns panels andhung the poly-carbonate to the outside ofinfiles the columns fitted. The and the poly-carbonate infiles fitted. The Construct the steel frame, this included Construct the columns the steel downframe, the west thiselevation, included the the columns diagrid along downthe thesouth west elevation, elevation, the the diagrid diagrid of along the towers the south andelevation, the roof the diagrid of the towers Construct and thethe roof top section of the ramp,Construct see detailed thesection. top section Steel ofbeams the ramp, are see to be detailed hung between section. the Steel outer beams fameare and to the be hung concrete between structure the outer of thefame refreshment and the concrete structure the refreshment This phase is the finishing stage. south The west elevation to have the corten panels hung to thehave outside of the columns and thecurtain poly-carbonate fitted. elevation will is have the poly-carbonate south elevation backing fixed will above thethe poly-carbonate ramp level and backing the fixedwall above in installed theinfiles rampbelow. level The and Along thethe curtain innerwall faceinofinstalled the pre cast below. Along the inner face of the pre cast Construct the steel frame, this includedThe the precast columnsconcrete down thefins west elevation, the diagrid along south the diagrid of the towers and roofon Construct the top of the ramp, see detailed section. Steel beams are to be hungstructural betweenelements thecompletion outer of fame and concrete structure of theof refreshment structure. tostructure. the rear elevations The precast are concrete alsothe to be fins constructed toelevation, the rear during elevations this phase. are alsoThey to beare constructed to the arrive during site inthis short phase. sections They and are bonded to arrive on on section site in short block. sections This and phase bonded signifise on the completion block. ofThis the major phase signifise the theof building. thethe major structural elements the building. south elevation will have the poly-carbonate backing above the ramp and curtain in installed Along the inner face oftothe cast the concrtee fins a layerfixed of ply carbonate is concrtee tolevel be fixed finsthe creating a layer ofa wall ply raincarbonate screen thought isbelow. to be the fixed building. creating Thearoof rain is screen bepre thought finished andbuilding. made water The tight roof is ensuring to be finished the correct and made water tight ensuring the correct structure. The precast concrete theberear elevations are also to bethe constructed during this phase. They to arrive site in short sections bonded onandthe block.direction. This phase signifise the major structural elements of the building. site, fins theytowill given lateral rigidity using site, they frame will beforgiven the poly-carbonate lateral rigidity using innerare the skin, frame because foronthe the poly-carbonate fins strength isinner in and compression skin, because notfins in astrength lateral is in compression andthe notcompletion in a lateralofdirection. concrtee fins a layer of ply carbonate to created. be fixed A creating a rain screen thought the roofisisto tobe be finished water tight correct istalled inside. falls is are glass skin is to be hung falls are from created. thebuilding. steel A glass of The theskin tower and the hung mechanism fromand themade steel istalled of the inside. towerensuring and thethe mechanism site, they will be given lateralThe rigidity the the poly-carbonate skin, the fins strength is insystem compression and not a in sprayed a lateral painted direction. steelusing frame is frame to be aforsimple mechano The steel styleinner frame system is and tobecause beisatosimple have amechano sprayed style painted finished. and is to have finished. falls are created. A glass skin is to be hung from the steel of the tower and the mechanism istalled inside. The steel frame is to be a simple mechano style system and is to have a sprayed painted finished.
WEST ELEVATION (DETAIL A)
SOUTH ELEVATION (DETAIL B)
WEST ELEVATION (DETAIL WEST A) ELEVATION (DETAIL A) WEST ELEVATION (DETAIL A)
KEY 3 1. Transparent Poly-carbonate panel KEY KEY KEY 2. Steel frame support1. Transparent Poly-carbonate panel1. Transparent Poly-carbonateINpanel 1. Transparent Poly-carbonate panel IN 2. Steel frame support 2. Steel frame support 3. Steel box section 2. Steel frame supportcolumn 400mm 3. Steel box section column 400mm 3. Steel box section column 400mm 3. Steel box section column 400mm 4. Perforated corten panels 4. Perforated corten panels 4. Perforated corten panels 1 4. Perforated corten panels
SOUTH ELEVATION (DETAIL SOUTH B) ELEVATION (DETAIL B) SOUTH ELEVATION (DETAIL B)
EAST ELEVATION (DETAIL C)
KEY 1. Transparent Poly-carbonate panel KEY KEY KEY support 1. Transparent Poly-carbonate panel 1. Transparent Poly-carbonate panel OUT 2. Steel frame OUT 1. Transparent Poly-carbonate panel 2. Steel frame support 2. Steel frame support 3 3. 2.Steel box section column 400mm Steel frame support 3. Steel box section column 400mm 3. Steel box section column 400mm Steel box section column 400mm panels 4. 3.Perforated corten 2 4. Perforated corten panels 4. Perforated corten panels 4. Perforated corten panels 5. Aluminium curtain wall system 5. Aluminium curtain wall system 5. 5.Aluminium wall system Aluminium curtain wallcurtain system 4
EAST ELEVATION (DETAIL EAST C) ELEVATION (DETAIL C) EAST ELEVATION (DETAIL C)
KEY 1. Precast concrete column KEY KEY KEY 2. Steel angle brackets 1. Precast concrete column 1. Precast concrete column 1. Precast concrete column 2. Steel angle brackets 2. Steel angle brackets 3.angleSteel bracing and fixing for inner skin 2. Steel brackets 3. Steel bracing and fixing for inner skin 3. Steel bracing and fixing for inner skin 3. Steel bracing and fixing for inner skin 4. Transparent Poly-carbonate panel 4. Transparent Poly-carbonate panel 4. Transparent Poly-carbonate panel 4. Transparent Poly-carbonate panel 4
EMSWORTH ACTIVITY CENTRE PORTHSMOUTH UNIVERSITY - YEAR 3 - 2007
PARTI DIAGRAMS Conceptual Studies led me to investigate the threshold between land and sea (above). In a direct response to the study, and the curve of the mill pond path, a thick wall was placed across the site to create enclosure becoming a dominant element of the design. The wall has three phases beginning with staggered pillars, that allow people to pass into the site. The main element that runs the length of the building, spaces are create within the wall between the structural pillars. Finally the wall thins out and slips into the sea. The roof flows above the wall providing shelter for spaces below, with no internal columns and only glass hitting the timber underbelly, thus portraying a floating aesthetic.
WALL - ROOF
WALL - ROOF - ENCLOSED SPACES
GROUND PLAN 1. Boat maintenance 2. Female staff changing 3. Male staff changing 4. Staff area 5. Canoe / Sailing store 6. Wet room 7. Climbing store 8. Wind surfing store 9. Male changing room 10. Female changing room 11. Disabled toilet /shower 12. Plant room 13. Lift 14. Male toilets 15. Female toilets 16. Foyer 17. Staff offices
1 3 2 1
FIRST FLOOR PLAN 1. Boat maintenance void 2. Fire exit bridge 3. Class room 3 4. Class room 2 5. Class room 1 6. Lift 7. Foyer void 8. Viewing terrace