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In po Gu trod rtf u oli Ma erilla cing oo l R n l fw Sw eab ecy ew ork im le c n s fr mi Poo led M om ng a om l d a Po in L ter ic li BS i ol cA An imeh al Fa festy rch d L ou cto le in ite i d o s e C r y a Py ctu nd ren Ho u R re t etr Ca La e spi Co eat na b es tal urs On l Ext e+ en T pro ha sio m fes nc e s sio on na cep lp t fo roj rH e ct osp ita l in Po zna n,P ola nd
2011 -2014
Introducing new nomadic lifestyle in Pyrenees leaflet elements
The project investigates the possibility of part of society being able to live from waste produced by other members of society. The low-
The leaflet is designed for standard a1 printing size in order to be accessible to everyone through standard printing services
populated Pyrenees and their bandoned ruins, where the relationships between particular types of settlements (tourist resorts, rural and urban areas) can be clearly observed became a test ground for this notion. The designed system (an emergency shelter and a toolbox) are responding to priorly tested and devised catalogue of techniques for making a SHELTER OUT OF WASTE using the typical romanesque RUINS of PYRENEES. Final resolution of the design shows how the system works and how the techniques can be combined to create a shelter of a temporary or permanent (constantly renewed and extended) nature, thus introducing the idea of a new nomadic lifestyle or encouraging squatters to inhabit the ruins of this region. The project is inspired by taking the approach of ad-hocism to design process whereby the design is more of a system adjustable to aviability of materials. The leaflet proposing the design of emergency shelter and selection of tools is supposed to be a sort of open-source information accessible for everyone willing to embrace this ad-hoc modern nomadic lifestyle in similiar manner as ‘The whole earth catalogue’ did in 1960′s :
6 7
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The leaflet is designed to be used both in colour (downloaded
Through the sole action of creating a preparatory gear
The instruction manual paper becomes a tool for measuring out
The leaflets are teaching how to create a tool-kit and emergency
as an OPEN-SOURCE document) and in black-and-white
(emergency shelter and toolkit) all essential skills and
the sloper(pattern) of the emergency shelter-garment.
shelter (side A) and how to later apply these to real survival
photocopied and released in an analogue way. 5
3
Tools used in construction of the shelter Inside of shelter.
7
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techniques for nomadic lifestyle are learned
situation (side B).
Leaflet - learning how to prepare gear
Leaflet - applying techinques to build shelter on site
Guerilla Recycled Material Factory and Lab The project investigates the possibility of part of society being able to live from waste produced by other members of society. The low-
The building is a factory and research lab for waste materials
populated Pyrenees with its abandoned ruins, where the relationships between particular types of settlements (tourist resorts, rural and
exploring their potential use as building materials. The Central
urban areas) can be clearly observed became a test ground for this notion.
point of the building is the Mechanism with a moving platform-
The designed system (an emergency shelter and a toolbox) are responding to priorly tested and devised catalogue of techniques for
study engaging with parts of the building on different levels. The
making a SHELTER OUT OF WASTE using the typical romanesque RUINS of PYRENEES.
mechanism’s main purpose is transforming fabric and old plastic into rope and melted composite sheet material(insulation/
Final resolution of the design shows how the system works and how the techniques can be combined to create a shelter of a temporary or
waterproofing) The mechanism has a drill extension that
permanent (constantly renewed and extended) nature, thus introducing the idea of a new nomadic lifestyle or encouraging squatters to
enables expansion of the building by taking the mechanism out
inhabit the ruins of this region. The project is inspired by taking the approach of ad-hocism to design process whereby the design is more
of the centre, moving it horizontally and drilling into limestone.
of a system adjustable to aviability of materials rather than ready-made handout object.
Plan of the factory drilled into limestione.
NOT TO SCALE
Long section through factory-drilled into limestone bedding of mountain
Malleable Pool in Limehouse Cut Canal Located within the Limehouse Cut in east of London, a series of malleable pools that are immersed in the canal are conceived as a response to the inaccessibility of the Olympic facilities in the post-game reality. Made from phase-change materials, the softly undulating skin acts as both a water purifier and heating mechanism. Filled with crystalline water, the pools allow swimmers to exercise and relax whilst being protected from the polluted surrounding waters. The swimming pools are accessed via an under-bridge changing vessel, which connects the visitors to the water via a gently ramping, semi-submerged channel, before bathers slide and
4
‘disappear’ into the city waters beneath. 1
8 9 3
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1
1. jumping elevated platform 2. Stairs leading to the swimming pool mounted to the side of submerged bridge. 3. Elevated changing rooms 4. Scaffolding structure attached to bottom of bridge and holding the changing rooms floors and suspended walls 5. Floor made out of circle-section components 6. Double layered timber walls suspended from scaffolding (create gap between floor and wall) 7. Folded plastic wall that rovolves around central pole allowing or closing access to the changing room. 8.Central pole of the scaffolding suspended form top and slotting into hollow tube-part of element 11 9. Secondary framework of smaller-diameter tubes holding plastic pipes with water (hot clean water into the tank hot clean water out of tank and into the pools hot clean water into showers and WC’s ) 10. Pumps for control of water flow through pipes 11. Small-flow rate electricity generator installed at the canal and eergy accumulator 12.gear-operated mechanism translating electricity generator movement into powering of pumps 13. sumberged bridge 14. Plastic cast compartment filled with dry ice resulting in high pressure in compartment 15. Timber side panneling 16. Ballast-cavity filled with amount of water-ballancing out the buoyancy of the pathway 17. The floor-modules moving in reaction to weight of people walking on pathway 18. Pipe transporting excess water out of ballast-cavity to ballance-out the weight of people walking 19. Pole founded in concrete block at the bottom of canal - it gains weight of excess water that ccumulates in the attached pipe - so that net weight of submerged bridge remains the same. 20.valve leading water out of ballast cavity into pipe. 21. connection between two units of submerged bridge-structure consisting of cast plastic - , timber cylindrical nail that expands under presence of water allowing for firm connection additionally to that a welding joint between two units on the outside and inside. 22. Photovoltaic water heater 23.Anchoring ropes 24. High pressure water pump 25. Hot water pump primarily used to fill the pools, secondarily to heat the already filled pools. 26. air compartments 27. floating inner-ring marking 2 hot water pools for sitting 28. termochronic ink-filled compartment for tracking temperature of water in pipes and control it appropriately 29. handrail suspended from the bridge v 30. compartment filled with gell-ike phase changing material that turns from solis to liquid above 24C 31. Plastic-cast rings filled with compressed air highlighting where the area for relaxation in hot water is 32. Ropes connecting the ring to the swimming pool PVC fabric giving shape tot he pool 33. Concrete foundation for the stair-element 34. Edge detail 35. Plastc compartment filled with air under pressure 36.Part of open edge for ofspill of pool-water 37. Pipe leading offspill back into the pool 38.compartments in pool are created by wealding PVC 39. PVC attached to pool-edge by inserting timber ‘nails’ into fitting openings in the plastic edge to allow firm connection (as timber nails expand under contact with water) 40. secondary floating system consisting of reedbeds and solar panels for treatment of water. 41. Smaller closed off section of pool at the end for relaxation - and rest from long-distance swimming - best view, water is more hot; it also acts as a collector of water waves generated by swimmers that would otherwise escape the edge of pool. 42. Smaller section filled with thick layer of phase-changing material - to react to act of jumping This section is also entrance point via stairs attached to the suspended bridge 43. Wealded elements that act as ladder to climb onto 44. Part of suspended bridge that is slightly elevated to allow the swimmers to pass under it 45. passage formed in the pool to allow transition from one pool to the other
7 5 6 max. water level in canal 39
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WEALDED seam
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ture of tempera
P 24C on t o
CM
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SHALLOW HOT-WATER SECTION OF POOL COLDER WATER LONG-DISTANCE SWIMMING POOL
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SMALLER SECTION OF POOL FOR JUMPING
RELAXATION HOT-WATER POOL
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m pump for directing water from reedbed-solar panel system into container
- 1.
25pumps for directing warm water from container into the pools (initially pipes are bent into the pools to fill them with water, then the pipes serve as heaters)
24pump for directing cold canal water into pipes under pressure - making
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5m
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LEVEL 0 m = water surface level
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of arms
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a swimmers act on the structure making the edge move outwards with spreading
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of arms
ent
phase
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a swimmers act on the structure making the edge move outwards with spreading
movem
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0m 23
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movem
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b
Left:
The malleable pool is sustained by water-purification and heating system integrated in semi-submerged bridge and
static changing-rooms facilities. The heating is facilitated through standard solar panels on the floating modules and reedbeds. Right:
The purpose of the malleable pool is to allow swimmers the feeling of freedom and integration with seemingly hostile
environment. An additional aspect of the pool is its responsiveness to the movements of swimmers, which adds to the feeling that the pool
a -shower-element b-unfolding plastic-plate element c-external ply steam-formed wall d-internal plywood steam-formed wall e- scaffolding like copper-tube structure suspeded from bridge f- beatons separating two layers of wall and connecting to the scaffolding tube-structure g-copper rail structure slotted into the wall allowing the plastic wall to slide h-timber-profiled providing support for sliding wall i-rubbber element holding the plastic wall j - lockers slotting into the back wall k-clamp attached to timber andlocked onto scaffolding-structure
is an extension of the body. On technical side, these objectives are resolved mostly through materiality - a special kind of membrane with pockets holding PCM. The PCM ( or phase Change Material) is supposed to: control temperature (the paraffin based pcm has a melting point of approximately 23 degrees, which makes the pcm store excess energy i.e. when temperature outside exceeds 23 degrees, or gives off heat energy- i.e. when temperature is lower than 23 degrees.) control buoyancy ( the cooled down parraffin-based pcm becomes more buoyant) add to a flesh-like feel of the membrane-pool.
hot water pumped out into the small swimming pool
H
E
gear operated pump systems small water pump is installed at the bottom of the canal, the rotary movement is translated into large gear (a) and then multiplied in rotation of smaller gear (b) allowing for greater power.
water pumped under high pressure
dirty
cold water from can
al
hot water pumped out into the large swimming pool
hot clean water pumped into the container
water containers submerged in water - single or possibly consisting of several connected vessels
timber part of the submerged bridge the separation of two layers of timber external and internal allows avoidance of rotting of timber - only one layer is constantly exposed to water while the inside is constantly dry
B F
A
connection of smaller timber conical elements slotte into plastic - cast opening of the same fitting base diameter results in firm connection by swelling of timber under efect of water
2
bridge - leveling system
D
Study of architecural language of Venice. Having in mind a speculative scenario, which is ever re-emerging in science reports and arts, of future of London, I studied an architectural syntax of a water-city .during a field trip to Venice. Technologies of water infrastructure as well as particular specific architectural typologies are contained in a concise form of a leaflet. The case study including specific infrastructure-related structures like piers and architectural typologies e.g. architectural openings intersecting waterways and incorporating water as architectural element.
Swimming Pool And Lido Retreat On Thames
The building is conceived as a kind of Temple of Water sited within the River Thames that reacts to undercurrents
As a starting point a study of London’s and Venice’s water-based
The water as an architectural element has been considered in the building in relation to its symbolic, ritualised use (especially in
and tidal fluctuations. Located in Shadwell Basin, the
architecture organisation led to development of architectural
dominant religious practices). Water-qualities become manipulated within the building. Particular spaces offer different sensory
building ritualises the process of swimming and acts a
experiences through water as well as other immediate architectural conditions. According to the inherent symbolical meaning associated
water purifier. A series of terraces which step down to the
allows integration with and incorporation of the ever-morphing
with different densities, temperature, depth or type of water source, different kinds of spaces emerge.
Thames, creates a sequence of mysterious, ever-changing
river.
To reinforce the sensual aspects of the building, certain elements of sacral architecture are translated and reinforced through combination
approach to Thames shore through a kind of building that
+6.5 m
pools that serve to disconnect bathers from the city.
of architectural typologies. The main themes involve:
A rhythmical flow-and-return system underpins the building layout, with tidal changes of the river controlling volumes of water entering the building and its relative
and lido-like approach to separating the outside and inside.
shifting of scale from ‘universal’,boundless to intimate and
personal within the same space, through ritualised
movement and illusion of changing volumes
associated filtering of outside conditions (light/ tidal level on river) to create a sacral effect inside
verticality - explored through water church-like choreography of movement through the building ( central eloongated axis forming main reference point of movement; smaller enclosed pools/spaces for contemplation, vertical movement and shifting of pool and water levels as reflection of ritualised prayer-movements (like kneeling or bowing).
BOOM - DEFINING PROGRAM
temperature.
The journey culminates in full immersion into a warm, malleable pool that floats within the Thames itself and is composed of unique phase-change materials. The building rapturously The key transformation occurs when river levels change from
dissolves the boundaries between the city and the river; the
low to high tide. A series of razor-clam-like pivoting pools act
physical and the real.
Swimming Pool And Lido Retreat On Thames
like cistern ballcocks that regulate the flow of water in and out of the building. Inner pools flood with water, creating sacral spatial qualities, whilst smaller spaces can be divided off by a system of billowing light-gathering curtains.
1:100 SHORT-SECTION THROUGH ‘SACRAL’ POOLS AND ELEVATION
Swimming Pool And Lido Retreat On Thames
Swimming Pool And Lido Retreat On Thames
Left: View of swimmers in soft pool outside in context of east london’s docks’ skyline.
Top: Interior of the pool. At the time of dawn and dusk (when river is in high tide) through series of connected vessels in the building, the pools fill with water. This results in segmentation of interior changing building’s character from leisure-oriented to that of sacral, contemplative place.
Dissertation: study of water circulation system My technical dissertaion focused on study of a water-circulation system that would be reacting to tidal changes on the River and according to them (high tide or low tide) affect character and purpose of the interior. In the context of general phase changes described previously (flow through three types of pools - membrane pool, razor-clam-like pools and internal static pools) the main focus was given to the membrane pool. Details of membrane were studied thorugh physical and chemical tests and compared in light of physical laws.
solar panel
passage onto the more enclosed part of the building
entrance
rain water collection
semi-open part of the building
In high tide the pool is ceing folded closer to th edge of the building as the amount of water inside the pool diminishes. However, as the surface of the fabric remains the same, and due to same density of the water inside the pool and outside - the pools water surface remains on the same level as the river’s surface the excess membrane fabric becomes free and folded over the surface.
changing rooms pool that serves in exchange of water between the pool itself and the interior
plant room
67 65
separating wall
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F
D E
solar panel
entrance
rain water collection
changing rooms 59
plant room
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pool that serves in exchange of water between the pool itself and the interior 63
separating wall
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stability
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direction of
the water when
tide shifts from
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solar panel
plant room - pump
jumping platform
Dissertation: study of water circulation system PVC layer forming compartment that can store initially the purified water
the valve opening to let a proportion of water in for filtration
TYPE - A POOL TYPE B-POOL When the pivoted pools move up the pump forces the valve to open and direct topo
5. Movement of the pools opens the valve that moves the water from the pool to the plant room ( the valve opens in HIGH TIDE)
1. Pools in- between the static part of architecture and malleable pool that take part in water-exchange. Two types of pools:
*
Communicating vessels:
The communicating vessels are an example of the application of Pascal’s Law stating that pressure exerted on a molecule of liquid is transmitted in all directins with the same intensity, as the pressure and gravity are constant in each vessel. The same principle forms basis of design of water -exchange between the membrane pool and ‘static’ architecure.
TYPE - A POOL TYPE B-POOL
pool of type A
non-fixed connection of pipes between the piveoted pooland membrane pool to allow for exchange of water
1
2. Cyclical changes dependent on the river’s diurnal tidal change thranslated through malleable pool.
pool of type B
pivoted platform to access the pool
2.2. Cyclical changes dependent on the river’s diurnal tidal change thranslated through malleable pool.
When water from B-type pools is moved back into large pool - the pool naturally changes shape becomes shallow and the surface becomes larger
B
A
*
2
pump
layer of PVC for sealing and waterproofing
pipe extended fromw ithin the building to be used for pumping out the water when needed (in periofds of pool maintenance etc.)
1
C
LOW TIDE
type B pools fill up with water because theri position is changed and thus2the top part of the pools (with the openings being the top of the pool directing water inside)
+
5
In low tide theB-type pools become emptied from water and A-type pools become filled up with water.
attachment of arm in a pivotted manner
box controlling movment of the arm (the vertical movement of pool translated into horizontal movement
(-) =
3
valve that opens due to arm sliding against it *
pipe extended when filtered water is accumulating in the pockets
water collected from surface of pool
MO
ON
unit for filtering water and pocket gathering water
EAR TH
pipe connecting pool to the plant-room system
connection in-between PVC
When the pivoted pools move up the pump forces the valve to open and direct topo of the water volume back into the plantroom of the building for purification/recycling.
Most of the water from maleable pool is stored inside the connecting pools therefore the capacity of the malleable pool is decreasing.
4 HT
1. In low tide poo is pivoted form the side of building with the other end touching the surface of wayer and because of its high buoyancy - it keeps the whole structure on top of water 2. when water evels are rising, the pool’s part closer to the pivoted element is getting more submerged in water and simoultaineousy more water is gained into the pool - and as this part is more weighed than buoyant, the whole of structure begins to sink 3. In high tide more water is gained by the pivoted pool - the top part of pivoted pool almost equals levels with the river outside.
3 Type A pools become
pipe and gutter system embedded in the floor of building platform moving water to the plant room
layer of PVC for enclosing PCM compartment
pivoted and tilted directing water into the building.
3. Assessment of size and volume of the pool o type A. The exchange of water with interior.
4. Assessment of size and volume of the pool o type B. The exchange of water with malleable pool.t
EXTERNAL POOL SYSTEM
150 litres
150 litres
height = 2m
1.5
height = 1.2
1.2
52800
height = 2.55
INTERNAL SYSTEM
guides on top of the surface
3 height = 1m
air compartment
3
5 height = 1.1m
height = 0.6m
2.2
PCM of higher melting point
2.5
height =3m
height =1.5
2.
1.2 height = 2m
1
height = 2.55
3 height = 1m
3
pipes conecting all of the offspill edges and re-directing edge water so that the amount of water in each edge is the same and it would require just a few pipes guiding water back into the pool rather than one for every edge unit
HT
Axonometric drawing showing mai components of the system
8 1. rope anchoring the edge to the outer edge 2.rope connecting two outermost edges of the pool 3. UpperPVC layer 4. Bottom PVC layer 5.rope anchoring edge of pvc through holes of the edge 6. moving connctio of the unit 7.offspill edge 8. metal bracket on edge to anchor rope to
TYPE - A POOL TYPE B-POOL When the pivoted pools move up the pump forces the valve to open and direct topo
5. Movement of the pools opens the valve that moves the water from the pool to the plant room ( the valve opens in HIGH TIDE)
*
Communicating vessels:
8
The communicating vessels are an example of the application of Pascal’s Law stating that pressure exerted on a molecule of liquid is transmitted in all directins with the same intensity, as the pressure and gravity are constant in each vessel. The same principle forms basis of design of water -exchange between the membrane pool and ‘static’ architecure.
1
1. ropes metal connection that blocks section of the rope to go through the metal bracket 2. moving connection on the edge module 3. rope going back 4. metal ring blocking the rope to travel through bracket on the edge 5.metal bracket on edge 6. metal ring blocking the top level of rope to travel through bracket on the edge 7. place where bottom of the rope is anchored
3 1
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7
1. both layers of PVC wealded 2.the extent of wealded (strengthtened area 3.cavity between two layers of pvc 4. clamp attached to the pvc and to the rope on the other side 5.inner pvc layer 6. rope that keeps membrane in tensiont
6
B
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6
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+
rom water.
(-) =
attachment of arm in a pivotted manner
box controlling movment of the arm (the vertical movement of pool translated into horizontal movement
3
valve that opens due to arm sliding against it *
D
water collected from surface of pool
2 pipe connecting pool to the plant-room system
1
When the pivoted pools move up the pump forces the valve to open and direct topo of the water volume back into the plantroom of the building for purification/recycling. 1. In low tide poo is pivoted form the side of building with the other end touching the surface of wayer and because of its high buoyancy - it keeps the whole structure on top of water 2. when water evels are rising, the pool’s part closer to the pivoted element is getting more submerged in water and simoultaineousy more water is gained into the pool - and as this part is more weighed than buoyant, the whole of structure begins to sink 3. In high tide more water is gained by the pivoted pool - the top part of pivoted pool almost equals levels with the river outside.
5
6 4
8
1
C
3
4 4. Assessment of size and volume of the pool o type B. The exchange of water with malleable pool.t 150 litres
5 EXTERNAL POOL SYSTEM
8 1. rope that contracts the membrane 2.anchoring of the contracting rope to the edge 3. reinforced (double-wealded) layr of PVC 4.compartment filled with air outlining the marginal edge 5. marginal edge 6. channel that hold the rope insie 7. modular edge 8. rope anchooring the membrane to the edge. 8
pipe and gutter system embedded in the floor of building platform moving water to the plant room
3
INTERNAL SYSTEM
3
5
2
l le
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2
2
6
7
1. ropes metal connection that blocks section of the rope to go through the metal bracket 2. moving connection on the edge module 3. rope going back 4. metal ring blocking the rope to travel through bracket on the edge 5.metal bracket on edge 6. metal7 ring blocking the top level of rope to travel through bracket on the edge 7. place where bottom of the rope is anchored
1.bottom layer of PVC 2. compartment filled with PVC 3.compartment filled with air outlining the marginal edge 4.channel holding the rope that contracts the membrane (in High Tide) 5. end point of the rope 6. metal bracket
E
6
3 4
2
5
1
Dissertation: Selected Details B Connecting membrane pool to the pivoted pools
2
1. the pool 2. the rail for pivoting the pool from the side of static part of the building 3. Access ladder 4. Rail guiding ropes to the membrane pool - for contracting the membrane, pulling it inwards and releasing it. 5. a metal folded bar accommodating top layer of membrane 6. screws attaching the bar to the side of pool 7. gutters directing water out and into the pool
3
4
6.DETAILS OF FINAL STRUCTURAL CONNECTIONS A Connecting the pivoted pool to the static platform of the building
5
4
1. Inner plastic membrane 2. rope connecting two metl brackets. 3. rope fixed to the bracket (4) and sliding along bracket (5) 4.5. Metal brckets 6. layer of PVC wealded to the membrane to seal the connection
1 2
membrane 6
3
5 1
1.ladder to access the pool 2. pivoted attachment 3. rail for directing the ropes to move or contract the pool 4. hinge 5. pump that opens top vave of the pool to let more water from the membrane pool into the solifd part of building 6. edge attached to the membrane
9 Connecting membrane poolpool to the pivoted pools B Connecting membrane to the pivoted pools
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9
1. pipe connecting the pivoted pool to the membrane pool pool
aerogel insulation
6
2
membrane pool 2. profiled poolmetal rail clamping membrane pool 3. profiled metal plate metal plate to the side of 4. bolts attaching 4. boltsthe attaching pivotedmetal poolplate to the side of the pivoted pool 5.connection between metal plate and the 5.connection between metal plate and rope the rope (6)(6) 6. rope anchoring the membrane to the 13 6. rope anchoring the membrane to the pivoted pivoted pool pool 7. Wealed stripe the rope(6) anchored to 7. Wealed stripe theisrope(6) is anchored to 8. additional wealdedwealded layer of PVC 11 8. additional layer of PVC 9. metal plate &bolt between the 9. metal plateconnection &bolt connection between the plate and additional PVC layer 12metalmetal plate and additional PVC layer 10. rubber layer for water-proofing 11. PVC layer trapping PCM in-between 11. PVC layer trapping PCM in-between 12. aerogel insulation 12. aerogel 13. wealded guidesinsulation for contraction ropes 13. wealded 14.contraction rope guides for contraction ropes
5 1.ladder to access the pool 2. pivoted attachment 3. rail for directing the ropes to move or contract the pool 4. hinge 5. pump that opens top vave of the pool to let more water from the membrane pool into the solifd part of building 6. edge attached to the membrane
6
14.contraction rope
8 7
4
1. pipe connecting the pivoted pool to the 1. pipemembrane connecting pool the pivoted pool to the
7 1. the pool 2. the rail for pivoting the pool from the side of static part of the building the poolladder 3.1.Access the guiding rail for pivoting pool from the side part of the building 4.2.Rail ropes tothethe membrane poolof-static for contracting the membrane, 3. Access ladder and releasing it. pulling it inwards 4. Rail guiding ropes to the membrane pool - for contracting the membrane, 5. a metal folded bar accommodating top layer of membrane pulling it inwards and releasing it. 6. screws attaching the bar to the side of pool 5. a metal folded bar accommodating top layer of membrane 7. 6.gutters andside intoofthe screwsdirecting attachingwater the barout to the poolpool 8. 7. metal profiles connecting gutters directing water outthe andbar intooutside the poolto bottom layer of membrane 9.membrane layer of rubber for waterproofing and insuation
in LOW TIDE
73 72
in HIGH TIDE
6
1
9. Marginal edge 10. Pipe directing water back from the edge into compartment
F End -of-pool edge design (open to the river)
5 7 1 10
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1. Primary edge 2. Secondary edge units (protecting from the currents) 3. Insulation layer 4. Wealded PVC guides
1. Polyethylene compartment with dry ice for added pressure 2. Plastic cast into the desired shape 4. Protrusions for attachment of sewn connections 5. Additional PVC layer 6. PVC layer
6. Plastic wealded to the PVC membrane 7. PCM layer 8. Additional PVC compartment 9. Marginal edge 10. Pipe directing water back from the edge into compartment
8. COntraction rope’s wealded guides 9. Pipe directing water out back into th pool 10. Rope that connects the basic edge to the external units
5 7
10
76
DAY
6. The energy from PCM is given out and heats the water maintaining themeprature around the desired 23 degrees. 7. During the night the temperature of water might decrease to around 18 degrees as in the longer term PCM might start losing heat capacity. Certain regions may soidify meaning lesser buoyancy.
NIGHT
<40 C river temperature - aprox. average 12 C SMMER
SMMER
2 higher rate of evaporation & thus heat loss
12
1
2
3
4
6
5
1. During the night in order to save energy the water in the pipes is
7
accumulated during the day. The PCM might solidify in some regions. 2. In the morning the temperature of water in the pipes is still low because of time it takes for the solar panels to heat water in the pipes and for the pcm to accumulate heat 3. The heat is given out by PCM 4. If the evaporation rate of the pool is high (especially in cold temperatures over winter etc.) then a small amount of freshwater will need to be pumped into the pool tthrpough the valves attached to the pipes. 5. in the afternoon when the amount of solar energy is decreased the water in the pipes gets cooler 6. The energy from PCM is given out and heats the water maintaining themeprature around the desired 23 degrees. 7. During the night the temperature of water might decrease to around 18 degrees as in the longer term PCM might start losing heat capacity. Certain regions may soidify meaning lesser buoyancy.
<23 23 equilibrium
pump
water - approx. 50 C PCM >23
DAY
64
sunrise
sunset
NIGHT
<40 C river temperature - aprox. average 12 C
12
2
Hospital Extension in PoznaĹ&#x201E; (Poland) A two-week long freelance project for creating concept and inteior drawings of hospital extension (to be presented to potential investor by the hospital board) Project started in september, first series of meetings with hospital board took place in september, where general ideas were discussed Currently i am waiting for more specified brief to develop the design
A two-week long freelance project for creating concept and inteior drawings of hospital extension (to be presented to potential investor by the hospital board) Project started in september, first series of meetings with hospital board took place in september, where general ideas were discussed Currently i am waiting for more specified brief to develop the
The idea of top-terrace roof to allow the patients ccess to outside restful location in the middle of city uninterupted by noise and communication routes
Hospital Extension in Poznań (Poland)
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