Post on 25-Mar-2016
description
academic experience
Final project Dance school
Urban planning V, La Salle. co-author: M.Arias europan 2011
Urban planning V, La Salle.co-author: M.Arias Paseo Riu Congost
pladur competition Camino Santiago co-author: M.Arias, A. Suriol, S. Villarino
Carolina Castilla architect
academic experience2003-2012
2003
2008-2009
workshop abroad2009
2010
work experience2011-2012
2010-present
2011
2012
languages
travel
Carolina Castilla, Barcelona 1985
Escuela Técnica Superior de Arquitectura La Salle, Barcelonafi nal project PFC - Dance school. Munich grade: 10, distinction.Academia Italiana Srl, Firenzedrawing and painting techniquesSint-Lucas School of Architecture, Brussels-Ghentfi rst year of the ‘International Urban Planninig Master’
SpitweekSint-Lucas School of Architecture, Brussels-GhentArt and cityHafenCity Universität,Hamburg, Germany.
Escuela Técnica Superior de Arquitectura La Salleteaching assistant design studio II. Professor Pau Perez.Josep Ferrando - JFB www.josepferrando.comurban planning Avenida Paral.lel. Barcelona.base design and working project. single family home. Sant cugat.drawing Campus Terres de l’Ebre.competition Unilever company offi ce building Viladecans. Finalist.shop window European institute of design IED. Finalist for FAD Architecture Awards 2011.competition “Portes de Collserola n.8 Sant Genís”. First price.drawing for article: About Oriol Bohigas. scalaefreelance telepresence room. company Charmex.telepresence room. company Grifols.Interior design Ditec Comunicaciones offi ce. Madrid.nomen arquitectes nomenarq.comcompetition Jamaica coff ee shop
spanish : mother tonguecatalan : mother tongueenglish: receive an entirely British education at Oak House School
Germany, Austria, Belgium, Croatia, France, Hungary, Italy, Luxemburg, Nether-lands, Portugal, United Kingdom, Slovakia, Slovenia, Sweden, SwitzerlandDenmark, Algeria, Morocco, Mauritania, Egypt, India, Myanmar, Nepal, Sri lanka, Thailand, Canada, United States, Mexico.
2012
Munich , Germany
Final Project PFC
base design and working project Dance school. Munich
Concrete bearing walls defi ne the square
The concrete walls defi ne the “cover Square” which house the
common spaces of the dance school.
The four volumes frame the vegetation.
Courtyard organizes the space
The courtyard as an organizer of this square. The bearing walls,
the courtyard and the structure viewed, confi gured four places
that form the “rhythmic space” of the school.
The central courtyard is a composition system, a mechanism that
allows the linking of diff erent parts and represents a part of the
park inside the school.
relation between the school and the park
The Park is public and school private.
I am looking for a connection of the school spaces with the park.
This is the reason for the existence of the courtyards.
The school does not have direct openings on the outside, always
they are across a fi lter - court.
porch, terrace or patio
The courtyards have diff erent functions; terraces when the woo-
den pavement spreads and fi lter-courtyard when the concrete
changes to gravel.
Server space and served
Each “box” is composed of;
a space of service divided into two levels, with a technical
fl oor on the top.
a space with double height for the dancing classrooms
courtyard as an organizer element
The court provides the spaces of light and ventilation in the
areas of service and of nature, light and ventilation in the
areas of dance. It separates these two necessary uses pro-
viding each of them with his particular needs.
The building is situated following the trees line of the pedestrian area, opening a new entrances to the park by the widening of the tree-lined avenue,
perfectly adapted to the school complex. Enjoying of the great plane extension of the park orientated to the south and respecting the equipments
and vegetation existent.
The school is organised in one fl oor because there is no point in growing up searching for views, instead of having a direct relation to the park.
The pavement organizes the park
The extension of the pavement, wooded street widening forms
the main entrance to the school.
The extension of pavement in the snack bar area, the south fa-
cing wooded mass create a new square.
This terrace dive in the park is the point of connection with the
current school assembly and a possible second access.
relation between the school and the park
The courtyard is a very important element in this Project, is
an extension of the classrooms, snack bar, hall ...and the re-
lation space between dancers and visitors.
structure, dance and architecture
As a general term, rhythm is the succession of events when
they save a rhythmic order. The items are repeated harmo-
nious and organized, whether visual or audible, forming a
structure.
The intention is to create, through the structure, harmony and
clarity, an environment that will encourage dancing. Try that
the skeleton of the building dialogue with the interior use,
the dance.
The project works on a grid of 3.60 in a pattern forming or-
ganized structure.
At the school the monolithic walls resolves in a single mate-
rial structural requirements and enclosure assembly. The HLE
is a concrete with low density and thermal conductivity and
high acoustic isolation.
base
Concrete walls arranged as a box are
structure and vertical enclosed.
main beam perimeter binding structural
assembly
Main perimeter beam that ataches the
whole structure and work as an inverted
limit, avoiding having views to the surroun-
ding buildings and framing the greenery of
the park.
self-supported elements in a closed
circuit
A third element allows the free up of the
central and common spaces of the dance
school.
The basis of your balance lies in that an
element is supported in the next item, and
so on, until the last item ultimately rests
on the fi rst closing the circle of the self-
supporting
rhythmic spaces
Concrete beams are arranged around the
spiral-shaped beams spaces defi ning rela-
tionship of the school.
They diff er in their direction, singing the gir-
ders (depending on the light) and presence
of skylights.
element to counter the eff ects of the
wind
Structural element to counter eff ects of the
wind on the perimeter beams and collabo-
rate with the weight of the beam.
In the areas of access and terrace the
structural element is horizontal (metallic
slat)
in the areas of outdoor patio the structural
element is vertical (metallic pillar)
Dance fi tted out areas
These areas are characterized by their maximum headroom
of 4.25m where the spaces are devoted to the dance and
their specifi c technical characteristics as the administration.
The mentioned areas are all related between them with the
park through a patio which helps to extend the space.
Vegetation is invited to the inside of the classroom by the
huge window. In the moment of entering in the dance school
the fi rst you will appreciate is that the offi ces have no visual
limits as has another light and vegetation entrance.
Areas needed of natural illumination and ventilation
Changing rooms, bathrooms and kitchen are localized at
one side of the patio considering they need more ventilation
and light that other areas. The courtyard belongs to the clas-
srooms, so their relationship with it is done through a lands-
cape window with vertical wooden slats that provide privacy.
The services area is located in the lower fl oor having direct
access from the outside and great ventilation, having a height
of 1.90m in the cover of each volume.
Common spaces
The edgewise girder structure collaborates in the composi-
tion of these spaces. The four volumes that conform the “in
between” can work out in a independent or collective way
depending of the disposition of the door-sliding furniture
which are under the spiral girders.
Each lounge/rooms is defi ned by the direction/position of the
structure, the edgewise of the girders (depending of the dis-
tance) and the entrance of natural light.
served area
classroomadministration
service area
staff room toiletkitchen
services pb
“entre”
hall- snack barmulty purpose hallpupils break-timestudy room
Dance is one of the oldest art forms of man. The tribes were
accustomed to dance around a symbol, a tree, a totem, fi re,
newlyweds or any other representative elements. In this case
the yard and tree are the center of the ritual, is a place in
itself, and much more than just an artifact designed for light
to enter.
This composition of the courtyard and control of views,
allows both, dancers and walker to enjoy of the art of dan-
cing, of the surrounding nature.
The purpose of the school is to benefi t of a continuous inte-
raction of ideas. That’s the reason why, it has to be a maxi-
mum visible inside the school. The presence of someone has
to be known so he can be involved in the activities having
a place.
This open and continuous space is like a cover square, or-
ganized by four spaces around the main courtyard. The
furniture-doors provide of diff erent degrees of privacy and
diff erent uses.
_ground fl oor
The idea is that the dancers have the maximum rating with
the park, but this park is public. That’s why the schools grow
from a base of 40 cm.
Under 2.30m is where people “live”: the people are in con-
tact with the room, the materials, the sunlight, the vegeta-
tion... and between them. Above 2.30 the rhythm of the struc-
ture characterizes the space.
The decision of the scene structure is because I want it to
be the one that’s defi nitely the diff erent spaces, I don’t want
additional element needed. The main material is concrete
formwork fi r planks placed vertically to form the structure.
Clear pine wood is used for furniture (doors, frames, tables,
chairs...), in suspended ceilings, outside pavements and the
partition in the form of H of the box.
The vegetation is the third material and fi nally the sunlight,
important design element.
_planta cenital
The roof is part of the landscape of the park, the surrounding
building is very tall so I treat the roof as if it was a fi fth eleva-
tion The facilities are integrated and you can even recognize
the structure of the roof.
Facilities : The building organizes in four volumes
The main facility room is located on the ground fl oor where
all the common service machines are stored ( transformer
station, counters, boiler and tank, cooling unit…). From this
service room, by the roof, the water fl ows through pipes ther-
mally insulated to the other roof services room of every box.
The water goes into the air-conditioner machine.
The fresh or warm air conducts are housed in the suspended
ceiling of each box, and are viewed at the common spaces (
with the same organization as the structure)
Every “box” has a space for the facilities, such as collectors of
the underground heating, hoses, extinguishers, downspout
rainwater... integrate in a furniture.
_planta cubierta
E07
E10
Ca0
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F01
I01
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E02
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M01
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detalle detail DA1detalle detail DA1
_hall - main entrance
Ci FOUNDATIONSCi01_compact natural groundCi02_lean concrete 10cm thickCi03_strip footingCi04_pad foundationCi05_formwork lost plastic iglu type cavity baygar h-27. dimensions of the casetom 58.4 x 31.8 x 18, 9 cm.Ci06_concrete ground slab 20 cm thickE STRUCTURE E10_stabox rebar conection system, type A, hook shapein line with elementE11_stabox rebar conection system, type SWW defl ection-resistant connection, in combination with type SH possibleE12_IPE fi xed in the wall of concrete every 25cmE13_unequal angle galvanized steel every 25cmE14_expansion joint, permanently elastic compoundE16_rainwater dripCa FRAMESCa02_Schüco aluminium window .model ROYAL S50N RESALT. tinted black. Hinged aluminium window with subframe, double glazed inter-nally.Sill for easy acces window door.Ca06_Double-leaf hinged door . Main entrance.Cu ROOFCU00_roof garden extensive-ecological invertedCU01_Soil FinishCU02_ Drainage membraneCU03_Thermal insulationCU04_Waterproofi ng MembraneCU05_Protective geotextileCU06_Concrete and slope formationCU10_fl at roof , upside-down roof. CU11_Concrete fl ags 1000x500x30.CU12_protective geotextil. CU13_Waterproofi ng MembraneCU14_thermal insulationCU15_vapour barrierCU16_concrete and slope formation.CU17_ zinc coverPa PAVEMENTSP01_granolitic concreteP05_rouanded gravelUNDER FLOOR HEATINGSR01_capa de mortero con sistema de suelo radiante integrado con ecotub �25mm. e=80cmSR02_lámina geotextil e=1mmSR03_lámina impermeabilizante e=1mmSR04_aislamiento térmico resistente Gutex e=100mmSR05_Rodapié mínimo ( junta) / masilla elásticaSR06_Banda de separaciónF SUSPENDED CEILINGF01_suspended ceiling system with a substrate in steel, wrapped with real wooden veneer of Dalhem Parawood.A00 INTERIOR CLADDINGA01_mirror (5mm Thick)A02_wooden frameA03_interior glassI INSTALATIONSI01_supply and exhauste-air ducts are routed in the suspended ceiling of the boxes. Lineal difusion integrated on the pattern of the suspen-ded ceiling.I05_electric cables, heating pipes and the IT network cables run in the ducts along the fl oor.IL LIGHTNINGIL01_cylindrical spotlight to fi t on to electric track. Cast aluminium body. Includes gear box linked to light source unit. Protective glass. Adjustment system using an integral ball-joint for a tilt to 90°and 360°
rotation. Metallic light grey. Dimensions 253mm �112
P.Av e 1:150Puerta de madera de doble hojapracticable de acceso a la escuela.Double-leaf hinged door . Mainentrance.
P.E1 e 1:150Puerta de acceso intermedio a la escuela.Puerta de vidrio y madera de doble hojapracticable.Double-leaf swing glass door of main entrance.Glass leaf and wood casement.
P.Av e 1:50hoja de madera y vidrio. vidrio de 5mm+5mm con interposiciónde butiral transparente.Bisagra de acero inoxidableTirador de madera sobre estructura de acero inoxidableSheet of wood and glass. glass of 5mm+5mm w/transparentbutyral insertion.Stainless steel hiinges
P.Av e 1:50Hoja lisa chapada a dos caras de madera.Bisagras ocultas de acero inoxidable.palastro metálico de 20mm de espesorrastrel de madera de pinoaislamiento rígido de poliestireno extruidoSmooth sheet coated on both sides with wood.hidden stainless steel hinges.metal plate 20mm thickpinewood furringRigid extruded polystyrene insulation
_main courtyard
1.95 1.95
Pa01 E05
Cu0
1
Ca0
5
E04
Ci0
1
detalle detail PP
Pa03
Ci0
2
Ca0
3
Ci FOUNDATIONS
Ci01_compact natural ground
Ci02_lean concrete 10cm thick
Ci03_strip footing
Ci04_pad foundation
Ci05_formwork lost plastic iglu type cavity baygar h-27. dimensions of
the casetom 58.4 x 31.8 x 18, 9 cm.
Ci06_concrete ground slab 20 cm thick
ES STRUCTURE
E01_hollow reinforced concrete slab. 20cm thick
E05_in situ concrete reinforced wall. HLE 50cm thick. Formwork made
from Douglas fi r boards 30mm thick and 100m width, on vertical way.
Straight edges, butt joints between boards.
E11_stabox rebar conection system, type SWW defl ection-resistant
connection, in combination with type SH possible
E12_IPE fi xed in the wall of concrete every 25cm
E13_unequal angle galvanized steel every 25cm
E15_pavement soport. half IPE20.
E16_rainwater drip
Ca FRAMES
Ca03_ Aluminium window sky-frame . Glass from fl oor to ceiling, fi xed
or sliding window. a 20mm vertical mullion where two sections overlap
is all that is visible of the frame.
2 end sliding panel and 4 fi xed panel.
Ca05_Wooden movable door system solves multiuse area manage-
ment requirements, allowing areas to be used in their entirety or divi-
ded up in a fl ash. Comprising independent, retractable modules which
glide via carrying blocks with ball bearings along a track fi xed to the
ceiling and which are inter-assembled to form a solid wall
CU ROOF
CU00_roof garden extensive-ecological inverted
CU01_Soil Finish
CU02_ Drainage membrane
CU03_Thermal insulation
CU04_Waterproofi ng Membrane
CU05_Protective geotextile
CU06_Concrete and slope formation
Pa PAVEMENTS
Pa01_granolitic concrete
Pa02_Solid timber fl oorboards. pine wood.
Pa05_rouanded gravel
Pa06_existing vegetation
I INSTALATIONS
I05_electric cables, heating pipes and the IT network cables run in the
ducts along the fl oor.
I02_supply and exhauste-air ducts are routed . circular section.
ILOO LIGHTNING
IL01_cylindrical spotlight to fi t on to electric track. Cast aluminium
body. Includes gear box linked to light source unit. Protective glass.
Adjustment system using an integral ball-joint for a tilt to 90°and 360°
rotation. Metallic light grey. Dimensions 253mm �112
E94
Ci0
3
Pa04
Ca0
1
E04
Cu0
2
F01
IL02 E0
2 I01
Ca0
1
iL02I01
F01
I05
Pa01
_dance classroom
_courtyard boxes
detalle detail Pc1
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Ci0
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F01
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iL02
F01
F01
I05
Pa01
Pa02
M03
Pa04
forjado de placasalveolares(1.20x10,50m)
de un aula. h:5,40mestructura no vista.
lucernarios de lazona de
calentamiento dela escuela.luz 7.20m
rooflight ofbreack-time area.
dsit:7.20m.
forjado de placasalveolares(1.20x3,00m)
de un aula. h:5,40mestructura no vista.
porche de accesoa la escuelasup:181 m2.main acces
terrace.181m2 surface
patio exterior de lazona de la ecuela,
sup: 80,50 m2outside patio ofbreack-time anddance classroom.surface:80,50m2
patio exterior de lasala polivalente y el
aula. sup: 103 m2outside patio of
multy-purpose halland classroom.103 m2 surface
lucernarios de lacafeteria. luz max.
9,80.rooflight snackbar .
max.dist: 9,80m.
forjado de losamaciza de
hormigón armadoe:20 cm luz máxima
3.60mcubierta
ajardinadahollow reinforced
concrete slab.20cm thick.
max. dist: 3,60mroof garden
extensive-ecologicalinverted.
terraza de lacafetería sup:181
m2snackbar terrace .
181 m2 surface.
forjado de placasalveolares(1.20x10,50m)
de un aula. h:5,40mestructura no vista.
cubierta planainvertido no
transitable de piezasde hormigón.
one way span.hollowcore slab , depth30+5cm, h:5,40m
flat roof.upside-down roof.
concrete flags.
forjado de placasalveolares(1.20x10,50m)
de un aula. h:3,25mestructura no vista.
cerramientosuperior a h:5,40mde un entramado
tramex paraproteger y no dejar
vistas lasinstalaciones
one wayspan.hollow core
slab , depth30+5cm, h:3,25m.Metalic finishing
gate fornproytectio and
visual efects overinstalations
detalle detail E206
detallemuro-jácena y
jácena colgada.detail wall- beamandr suspended
beam
detalle detail E210detalle lama
metálicadetail metalic
beam
detalle detail E204
detallecimentaciones
foundations detail
detalle detail E205
detalle encuentroforjado-muro.
detail wall-hollow
detalle detail E208
detalle lucernariode hormigón
detail concreterooflight
detalle detail E209
detalle pialrmetálico detailmetalic column
detalle detail E207
detalle jécena tipodetail beam
jácena de HA0.30x1x10,50m
concrete beam0.30x1x10,50m
jácena de HA0.30x1x17,70m
concrete beam0.30x2x17,70m
jácena de HA0.30x0,60x6.90mconcrete beam0.30x0,60x6.90m
jácena de HA0.30x1,40x14,10mconcrete beam0.30x1,40x14,10m
forjado de placasalveolares(1.20x10,50m)
de un aula. h:3,25mestructura no vista.
muro de hormigónligero estructuralvertido in-situ.HLE
e:50cm . encofradode tablas de
madera douglasde abeto de 30mmde grosor y 100mm
de ancho.Colocadas ensentido vertical.
Cantos lisos ytablas colocadas a
tope.in situ concrete
reinforced wall. HLE50cm thick.
Formwork madefrom Douglas fir
boards 30mm thickand 100m width, on
vertical way.Straight edges, butt
joints betweenboards.
solera de hormigónarmado e:20cm
encofrado perdidode plástico-iglu tipocavity. pavimento
de hormigón pulidoconcrete ground
slab. formwork lostplastic iglu type
cavity.
forjado: losa dehormigón armado
pavimento demadera
hollow reinforcedconcrete slab.
wooden pavement
estrcutura dehormigon ligero
estructural armadolightweigthreinforced
concrete HLE
estrcutura dehormigón armado
HAreinforced
concrete HA
elementoestructural vertical
en los patiosexteriores .pilarmetálico paracontrarrestar
efectos del viento ycolaborar con elpeso propio de la
jácenavertical structural
element for outsidecourtyards
metallic column forwind effect and
beam weight
elementoestructural
horizontal en zonasde paso como sonla terraza del bar y
el acceso.lamametálico paracontrarrestar
efectos del viento ycolaborar con elpeso propio de la
jácena horizontal structural
element on livedspaces like
snackbar and mainentrace . metallic
beam for windeffect and beam
weight
Los cantos varían según la luz y con ellas los espacios.
jácenas quecomponen la
estructurarecíproca
2011
Dubrovnik, Croacia
exercise urban planning V
competition europan 2011 transformatio n of the old city
a
b
c
exterior cars route
underground cars route
pedestrian roads
car acces parking
pedestrian acces parking
acces bus station
housing
shops
public
routes
buildings
estancias
vegetation
vegetation
The Project pretends to dignify the environment
of the old city wall making it as the center of
the proposal.
It starts off by considering all the squared me-
ters necessary in one unique volumen and
search for gaps generated by the free spaces
(a).
We consider some structural lines which divide
the space a cross in diff erent areas (b), dividing
the initial volumen in diff erent pieces that host
the diff erent uses of the program (c).
The transversal planes will be the structure of
parking as of the diff erent buildings.
The following spaces will absorb the topogra-
phy adapting diff erent inclinations which match
in several points, where urban spaces appear
and work as squares. The idea is to integrate
the new buildings with the existing topography,
that’s why the roofs are green roofs and with an
inclination. Some of them are translatable and
are a viewpoint of the old city of Dubrovnik. green roof
open urban space
open space moat
square moat. acceso bus station
open space moat
1
3
5
6
2
4
1. The green roof is the promenade, a viewpoint and a cover.
2. The volumes (not the housing) have a shorter height so they integrate with the existing topo-graphy and became part of the park.
3. Diff erent levels allow diff erent and frame views.
1
3
5
6
2
4
4.The access to the bus station is through the moat.
5. The buildings frame the views to the old city and the sea.
6.The idea is to integrate the new volumes with the topography.
_cross-section a.a’
_longitudinal section b.b’
squ
are
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vnik
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en
ro
of
squ
are
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ub
rovn
ik
gre
en
ro
of
_cross-section c.c’
_cross-section d.d’
pro
me
na
de
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en
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of
tun
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pro
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at
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rk
roa
d
2010
Aiguafreda, Catalunya
exercise urban plannig V
competition transformation Riu Congost
The design recovers the forgotten river and create new across
connections between the two sides of the river.
The intervention consists of a surface of wooden pavement that
create new urban spaces and a promenade
routes
streets
urban areas
designpresent state
activities
park
vegetación
green area
garden
buildings
existent
demolitionnew buildings
pedestrian roads
river
rest area
river way
rest area
urban square
market
lined trees
change uses
pathcars road
picnicsport area
1
3
6
1.Promenade.
2. existent bridges
3.Football fi eld and snack bars
4.The industrial area reconverted in common spaces in the village.
4
5
7
5.The wooden pavement unifi es the topography and crea-tes a continuous promenade.
6.Promote to plant climbing plants.
7.Picnic Square
8.Promenade.
_transversal sectiona.a’
rest area for peregrinos
2011
Santiago de Compostela
co-author : m.arias, a. suriol, s. villarino
pladur competition
a
b
d c
2
1
c2
a
b
c
_section
_fl oor a.hall b. toilet_showerc.rest roomd.meditation hall1. water (fountain)2. fi re
a. designb. chapelc. fountain
_zinc
_pladur
_steel
_glass
_stone
A unic and continuous sto-ne wall form diff erent spa-ces that host the program. A rest area for peregrinos at a small village of Camino de Santiago.
contact
Carolina Castillacarolcas10@gmail.comcarolinacastilla.com+34 617701239
Avenida Diagonal 678, 9ª2ª08034 BarcelonaSpain
email addresswebsite
telephone number
address