Portfolio 2012

MARINA DURÁN SANCHOPORTFOLIO 2012-2013


CURRICULUM VITAE

_PERSONAL INFORMATIONNAME: Marina Durán SanchoADRESS: C/ Amberes 21 2º D10005, CáceresSpainMOBILE TELEPHONE: 675483203EMAIL: [email protected]: SpanishDATE OF BIRTH: 10-01-1991GENDER: Female

_EDUCATION AND TRAINING

4th year of BA of Architecture, IE University, Spain.

Intenship with Eva jiricna Architects (EJAL). March to July 2011(London, UK).

Intership with Zaha Hadid Architects. July to August 2010 (London, UK).

Intenship with Cruz y Ortiz (CYO). March to July 2012 (Seville, Spain).

_SKILLS- COMPUTER HABILITIES AND PROGRAMS: - Rhinoceros Sr4 + V-Ray - Photoshop CS4 + CS5 - Basic Grasshopper - Adobe Illustrator CS4 + CS5 - Adobe InDesign CS - CS5 - Autocad 2012 - Basic Microstation v8 2D + 3D - Microsoft Office Word - Microsoft Office PowerPoint - Basic Windows Movie Maker

- Photography- Model Making- Laser cut printer- Layout of pannels.- Piano player

_MOTHER TONGUE: Spanish

_OTHER LANGUAGES:- English: High level

+ Minor in Bussiness

_ EXHIBITIONS: 2011-2012 Architectural Exhibition. IE School of Architecture. IE University

_ SCHOLARSHIPS: IE Scholarship to Academic Excellence (1st, 2nd, 3rd and 4th year in BA in Architecture)


01_ IDEA AND FORM II

- HOUSING PROJECT: 54 FUENCARRAL, MADRID

02_ VIRTUAL SPACE

- PROJECT FOR A SUMMER PAVILLION - POD

03_ DESIGN STUDIO II

- STUDIO OF THE ALEX REGION: ALENTEJO + EXTREMADURA - PROJECT FOR A SCHOOL OF ECOLOGIC AGRICULTURE

04_DESIGN STUDIO III

- PHOTOGRAPHIC ASSIGMENT: TENSION BETWEEN THE OLD AND THE NEW - OFFICE COMPLEX: MENDEZ ÁLVARO, MADRID

05_ DESIGN STUDIO IV

- BAY RING PROJECT: CÁDIZ, SPAIN

06_ CULTURE AND THEORY II

- TIME LINE: THE EVOLUTION OF THE OPEN SPACE IN THE XXTH CENTURY

07_CONSTRUCTION WORKSHOP II

- REDIFINING SEGOVIAN AQUEDUCT: THE SEGOVIAN HIGHLINE - FRANKENSTEIN STRATEGY


01_ IDEA AND FORM II

- HOUSING PROJECT: 54 FUENCARRAL STREET,MADRID

WORKING WITH A DYNAMIC FAÇADE

Sections

First Floor

Second Floor

Third Floor

Third Floor

1 : 200


SUMMER PAVILLION

POD

- POD

THIS WAS A PROJECT BASED ON DESIGNING A SMALL SPACE FOR A STUDENT. THE MAIN FUNCTIONS OF THIS SPACE WERE: RELAXING AND STUDYING.

THIS PROJECT WAS BASED IN CREATING A POD

USING DIFFERNT PROGRAMS IN ORDER TO LEARN

HOW TO WORK AND HANDLE DIFFERENT COMPUTER DEVICES.

THIS WAS A PROJECT BASED ON DESIGNING A SUMMER PAVILION FOR THE UNIVERSITY STUDENTS.

THE AIM OF THIS PROJECT WAS LEARN HOW TO USE GRASSHOPPER.

01_VIRTUAL SPACE

- SUMMER PAVILION

02

PLASENCIA

CÁCERES

BADAJOZMÉRIDA

ZAFRA

VALENCIA DE ALCÁNTARA

MARVAO

REGUENGOS

EVORA

BEJASINES

LISBON

SEVILLA

CÓRDOBA

CÓRDOBACIUDAD REAL

MADRID

SALAMANCA

PORTO

LISBON

0 50 10025

VENDAS

PLASENCIA

CÁCERES

BADAJOZMÉRIDA

ZAFRA


MARVAO

REGUENGOS

EVORA

BEJASINES

LISBON

SEVILLA

CÓRDOBA

CÓRDOBACIUDAD REAL

MADRID

SALAMANCA

PORTO

LISBON

0 50 10025

VENDAS

SCHOOL OF ORGANIC FARMINGOrganic farming is a system to cultivate an autonomous farm based on an optimal use of natural resources, without using synthetic chemicals or genetically modified organisms, achieving this way to get organic food while preserving fertile the land and respecting the environment. All these would be achieve in a sustainable and balanced way.

Through the study of such crops it could be boosted the production of certain types of products in order to increase profits without reaching the over-exploitation of land.

RESEARCH CENTER OF LOCAL PRODUCTSThese centers are based on the research of local products from both regions so that:

1-Profitability would increase without compromising the quality of any product. 2-The use and benefits of these products would be investigated in order to find how they can contribute to other sciences.

RESEARCH CENTER FOR RENEWABLE ENERGY: HYDRAULIC POWER AND AQUACULTURE.Both regions have two of the largest dams in Europe and therefore they are considered one of the largest producers of hydropower in the Peninsula.In my opinion, a center to take advantage of this renewable energy could contribute significantly to both economic development and infrastructure development.

A department in this center in which to study the organisms that inhabit the waters that reach the dams could also be incorporated.

RESEARCH CENTER FOR RENEWABLE ENERGY: SOLAR ENERGY.

ZOO-THERAPY CENTERWe find two facts when considering the reason for the development of these centers:

1-The many benefits that animals provide people with various diseases are well known. 2-Extremadura has a great biodiversity, the only cross-border natural park in Europe, many school farms and breeding farms.

My proposal is based on the study of these resources to apply to the zoo-therapy, whether in the field of riding horses regarding disable people, farm-schools to facilitate the population get to know the countryside...

RESEARCH CENTER OF LOCAL PRODUCTS

SEED BANKI've planned to create this seed bank in which to study the different species that compound the biodiversity in these AL-EX region and keep the seeds of all of them.

What elements make different a seed R+D center from a "normal" R+D center?

In order to preserve the species in these regions there must be some organization in charge of taking care of these species but due to the climate change some species are disappearing so this seed bank would collect the seeds of this plans and keep them but also there would be laboratories in it that would research about the properties of those species so to apply them in other fields.

PLASENCIA

CÁCERES

BADAJOZMÉRIDA

ZAFRA


MARVAO

REGUENGOS

EVORA

BEJASINES

LISBON

SEVILLA

CÓRDOBA

CÓRDOBACIUDAD REAL

MADRID

SALAMANCA

PORTO

LISBON

0 50 10025

VENDAS

SCHOOL OF ORGANIC FARMING


RESEARCH CENTER FOR RENEWABLE ENERGY: HYDRAULIC POWER AND AQUACULTURE.

RESEARCH CENTER FOR RENEWABLE ENERGY: SOLAR ENERGY.

ZOO-THERAPY CENTER


SEED BANK

A

CÁCIA

AJ

NTTA D

EVOOOOOORARAAAA

ADA

CÁCERESDECÁÁLCLC

MÉRIDA

PLASENCIA

CÁCERES

BADAJOZMÉRIDA

ZAFRA


MARVAO

REGUENGOS

EVORA

BEJASINES

LISBON

SEVILLA

CÓRDOBA

CÓRDOBACIUDAD REAL

MADRID

SALAMANCA

PORTO

LISBON

0 50 10025

VENDAS

AJ

A

V

A

01 - LAYERING PROCESS: FOUR LAYERS

02 - INTERSECTION OF THE FOUR LAYERS

03 - DEFINITION OF THE DIFFERENT R+D CENTERS

04 - RELATIONSHIPS BETWEEN THE DIFFERENT R+D CENTERS

05 - LAYERING PROCESS: SIX LAYERS

06 - INTERSECTION OF THE SIX FINAL LAYERS 07 - TOPOGRAPHY OF THE AREA OF ACTION



- STUDIO OF THE ALEX REGION: ALENTEJO + EXTREMADURA

RESEARCH ABOUT THE DEVELOPMENT AND NEEDS OF THE REGION.

0 10 50 100 0 10 50 100

0 1 105

0 1 105

DAY AND NIGHT CONFIGURATION

DAY CONFIGURATIONFIRST FLOOR

SECOND FLOOR

NIGHT CONFIGURATIONFIRST FLOOR

SECOND FLOOR

PUBLIC AND PRIVATE SPACES

GRDIENT OF COLORS: DARK (PRIVATE) AND LIGHT (PUBLIC)

0 1 105

0 1 105

LONGITUDINAL SECTION AA

LONGITUDINAL SECTION BB

0 1 105

CROSS SECTION CC

0 1 105

CROSS SECTION DD



- PROJECT FOR A SCHOOL OF ECOLOGIC AGRICULTURE.


04_ DESIGN STUDIO III

- PHOTOGRAPHIC ASSIGMENT: TENSION BETWEEN THE OLD AND THE NEW.

DOCUMENTARY PHOTOGRAPH OF MADRID URBAN FABRIC


04_ DESIGN STUDIO III

- OFFICE COMPLEX: MÉNDEZ ÁLVARO, MADRID

RETHINKING ON THE INTERSTICIAL-OPEN SPACES AMONG THE OFFICE SPACE AND THE URBAN TISSUE

BY MEANS OF WORKING WITH THREE DIFFERENT MODULES WE ACHIVE INBETWEEN SPACES THAT GIVE A SPECIAL CHARACTER TO THE OFFICE COMPLEX

105 10 m

105 10 m 105 10 m

TYPOLOGY 03

0 10 20 50 m


05_ DESIGN STUDIO IV

- BAY RING PROJECT: CÁDIZ, SPAIN

FRAMING THE WETLANDS


06_ CULTURE AND THEORY II

- TIME LINE: THE EVOLUTION OF THE OPEN SPACE FROM THE XXth CENTURY.

1910

1920

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1940

1950

1960

1970

1990

1980

2000

2010

TERRACE / CORRIDORPATIO

STANDARIZED HIGH-RISE BUILDING ( MOROCCO HABITAT)GEORGE CANDILIS

CELOSÍA BUILDINGMVRDV

RAISED PATIOINMUEBLE VILLA

LE CORBUSIER

CURUTCHET HOUSELE CORBUSIER

EMPTY BOX

GLASS HOUSELINA BO BARDI

MUURATSALO HOUSEALVAR AALTO

M HOUSESANAA

VILLA A BORDEUXREM KOOLHAAS

FORDE RADHUS KAVARTERBIG

WOODLAND CEMENTERY (CREMATORIUM)GUNNAR ASPLUND

CASA DE LAS FLORESSECUNDINO ZUAZO

FLOREY BUILDING ( QUEEN’S COLLEGE)JAMES STIRLING

CLOISTER

CAMBRIDGE HOUSESJOSEP LLUIS SERT

O

VENICE HOSPITALLE CORBUSIER

THE FREE UNIVERSITYJOSIC, CANDILIS AND WOODS

AMSTERDAM ORPHANYALDO VAN EYCK

KINGO HOUSESJORN UTZON

CASAS PATIO EN MATOSINHOSSOUTO DE MOURA

MORIYAMA HOUSESSANAA

MAT-BUILDINGG

L

PAIMIO SANATORIUMALVAR AALTO

TORRE VALENTINACODERCH

STEPPED TERRACE

HABITATMOSHE SAFDI

ROKKO HOUSESTADAO ANDO

MOUNTAIN DWELLINGSBIG

PIG CITYMVRDV

GARABIT STEP TERRACEHENRI SAUVAGE

LE PLAN VOISIN LE CORBUSIER

STREET IN THE AIR

LE PLAN OBUSLE CORBUSIER

TERRACE HOUSING BLOCKADOLF LOOS

NARCOMFINMOISEI GINZBURG

OPEN AIR SCHOOL IN AMSTERDAMJ. DUIKER AND B. BIJVOET

PETERSSCHULEHANNES MEYER

GOLDEN LANETHE SMITHSONS

HAMPSTADT BERLINTHE SMITHSONS

ROBBIN HOOD GARDENSTHE SMITHSONS

TARAY APPARTMENT BLOCKARACIL

KIGATA GIFU APARTMENTSSANAA

PUBLIC HOUSING IN BOUCASIZA

MIRADOR BUILDINGMVRDV

VALLEY SECTIONTHE SMITHSONS

ROOF GARDEN

VILLA BIOENRIC RUIZ GELI

GREEN ROOF

WHITE TOWERSSÁEZ DE OÍZA

CASA MILÀGAUDÍ

ROOF TERRACE

VILLE SAVOYELE CORBUSIER

CASA DEL FASCIOGIUSEPPE TERRAGNI

UNITÈ D’HABITATIONLE CORBUSIER

FIAT LINGOTTOGIACOMO MATÈ TRUCCO

SANT ELIA KINDERGARTENGIUSEPPE TERRAGNI

VILLA DALL AVAREM KOOLHAAS

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PATIO: AN OPEN, OFTEN PAVED AREA ADJACENT TO A HOUSE SERVING AS AN OUTDOOR LIVING SPACE SURROUNDED BY WALLS OR BUILDINGS

- EMPTY BOX: THE VOID CONCEPT APPLIED TO ARCHITECTURE. THE EXTRACTION OF A VOLUME FROM THE INSIDE OF A BUILDING OPENING IT TO THE EXTERIOR SPACE.

- CLOISTER: A COVERED WALK WITH AN OPEN COLONNADE ON ONE SIDE, RUNNING ALONG THE WALLS OF BUILDINGS THAT FACE A QUADRANGLE.

- MAT-BUILDING: MAT-BUILDING CAN BE SAID TO EPITOMISE THE ANONYMOUS COLLECTIVE; WHERE THE FUNCTIONS COME TO ENRICH THE FABRIC, AND THE INDIVIDUAL GAINS NEW FREEDOMS OF ACTION THROUGH A NEW AND SHUFFLED ORDER, BASED ON INTERCONNECTION, CLOSE-KNIT PATTERNS OF ASSOCIATION, AND POSSIBILITIES FOR GROWTH, DIMINUTION AND CHANGE (…)

ALISON SMITHSON, “HOW TO RECOGNISE AND READ MAT-BUILDING”, ARCHITECTURAL DESIGN, SEPTEMBER 1974

- RAISED PATIO: PUBLIC OR PRIVATE AREA IN WHICH THE SOIL LEVEL IS HIGHER THAN THE SOIL AROUND IT, SO THAT THE SPACE IS ELEVATED ABOVE GROUND LEVEL.

TERRACE: A PLATFORM EXTENDING OUTDOORS FROM A FLOOR OF A HOUSE OR APARTMENT BUILDING.

- STREET IN THE AIR: ELEVATED PUBLIC CORRIDORS THAT PROVIDE SOCIAL INTERACTION.

- STEPPED TERRACE: IN A BUILDING OPEN TERRACES TO THE EXTERIOR SPACE AT DIFFERENT HIGHTS PROVIDING VIEWS AND LIGHT TO ALL THE SPACES.

ROOF GARDEN: THE ROOF OR TOP FLOOR OF A BUILDING DESIGNED FOR USE BY THE PUBLIC THAT OFTEN CONTAINS OUTDOOR SEATING OR DINING FACILITIES.

- ROOF TERRACE: PUBLIC OR PRIVATE SPACE IN THE TOP OF THE BUILDING (USUALLY A FLAT ROOF) PROVIDING A PROMENADE, VIEWS, SUNLIGHT AND SOCIAL INTERACTION.

- GREEN ROOF: A GREEN ROOF IS A ROOF OF A BUILDING THAT IS PARTIALLY OR COMPLETELY COVERED WITH VEGETATION AND A GROWING MEDIUM, PLANTED OVER A WATERPROOFING MEMBRANE.

RACE HOUSING BLOCK21

AVOYVILRBUSIER

26

OWERWH

VILLA DALL AV

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0142

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4635

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01

0405

- Two pieces of 400 mm polish american oak timber .

- 1 mm whelded steel plate working as contact element between the wooden pieces.

-Ten steel nots of 4mm working as connecting elements.

- One piece of 400 mm polish american oak timber.

- Two pieces of 200 mm polish american oak timber.


-Eight steel nots of 4 mm working as connecting elements.




-Eighteen steel nots of 4 mm working as connecting elements.

-Two steel nots of 4 mm working as connecting elements.

- Three pieces of 400 mm polish american oak timber.


- Two whelded steel plate of 1 mm working as contact element between the wooden pieces.

- Six steel nots of 4 mm working as connecting elements.







- Nine whelded steel plates of 1 mm working as contact element between the wooden pieces.

- Twelve steel nots of 3 mm working as connecting elements.

08

06

07

- One pieces of 300 mm polish american oak timber.


- One piece of 100x200 mm polish american oak timber.

- One piece of 300 mm american oak timberbeam acting as structural member of the flooring.

- 100mm x5000 mm polish oak timber pannels working as the slab for the flooring.

- Two whelded steel plates of 1 mmworking as contact element between the wooden pieces.

- Seven steel nots of 2 mm working as connecting elements.

- One continous piece of 100 mm polish american oak timber.acting as handrail.

- One piece of 50 mm polish american oak timber acting as covering of the luminaire.

- 1mm aluminum piece for covering the interior of the luminaire

- 1 mm plastic tube for the cables.



- Eight steel nots of 4 mm working as connecting elements.

09



- Twenty pieces of 100x200 mm polish american oak timber acting as covering of the water fundation.

- Two 1mm steel plates acting as holders of the fundation covering.

9.4

4.15

0.4

2.74

155

0.41

17.79

3.78

6.43

0.4 4.6

0.4

0.4

0.21

4.6 0.4

0.4 0.3 0.3

105

70.0855525520515

6.0115

4.65

0.17

0.42.1

0.40.4

5.67

4.09

0.17

0.4

0.4 0.4

5.19

0.23

5.7

10.6

0.4

10

5

4.754.55

2.762.66

1

0.20.1

5.1

6.16

2.34

2

4.79

2.23

08

00

00

01

02

03

04

05

03

06

06

07

09



- REDIFINING SEGOVIAN AQUEDUCT: THE SEGOVIAN HIGHLINE

02

03

00

00

01

0405

- Two pieces of 400 mm polish american oak timber .


-Ten steel nots of 4mm working as connecting elements.




-Eight steel nots of 4 mm working as connecting elements.




-Eighteen steel nots of 4 mm working as connecting elements.

-Two steel nots of 4 mm working as connecting elements.



- Two whelded steel plate of 1 mm working as contact element between the wooden pieces.








- Nine whelded steel plates of 1 mm working as contact element between the wooden pieces.

- Twelve steel nots of 3 mm working as connecting elements.

08

06

07

- One pieces of 300 mm polish american oak timber.


- One piece of 100x200 mm polish american oak timber.

- One piece of 300 mm american oak timberbeam acting as structural member of the flooring.

- 100mm x5000 mm polish oak timber pannels working as the slab for the flooring.

- Two whelded steel plates of 1 mmworking as contact element between the wooden pieces.

- Seven steel nots of 2 mm working as connecting elements.

- One continous piece of 100 mm polish american oak timber.acting as handrail.

- One piece of 50 mm polish american oak timber acting as covering of the luminaire.

- 1mm aluminum piece for covering the interior of the luminaire

- 1 mm plastic tube for the cables.



- Eight steel nots of 4 mm working as connecting elements.

09



- Twenty pieces of 100x200 mm polish american oak timber acting as covering of the water fundation.

- Two 1mm steel plates acting as holders of the fundation covering.

9.4

4.15

0.4

2.74

155

0.41

17.79

3.78

6.43

0.4 4.6

0.4

0.4

0.21

4.6 0.4

0.4 0.3 0.3

105

70.0855525520515

6.0115

4.65

0.17

0.42.1

0.40.4

5.67

4.09

0.17

0.4

0.4 0.4

5.19

0.23

5.7

10.6

0.4

10

5

4.754.55

2.762.66

1

0.20.1

5.1

6.16

2.34

2

4.79

2.23

08

00

00

01

02

03

04

05

03

06

06

07

09



- FRANKENSTEIN STRATEGY

(g)

(f)

0 0.1 0.2 0.5 m

(a)

(c)

(d)

(e)

DEVELOPING THE CONSTRUCTIVE DETAILS (MOVEMENT 0.2)(STEP 2 OF 6)

THINKING ON THE SOLID-GROUND CONNETION.(STEP 3 OF 6)

IT PROVIDES A BETTER SUPPORT WHEN CLIMBING

0 0.1 0.2 0.5 m

+ =THE CATASTROPHE

STATEMOVEMENT 0.2

MINIMIZATIONSOLID-GROUNDIN-PROCESS

PROTECTIONMOVEMENT 0.3

MOVEMENT 0.3 MOVEMENT 0.3/ PROTECTIONTRANSPORTATION

WORKING WITH THE SOLID-GROUND CONCEPT THAT ARISED FROM THE MOVE-MENT ISSUE AND THE ADAPTABILITY CONSTRAIN

MOVEMENT 0.3

DETAIL(f): MECHANISM OF MOVEMENT 0.3

SCALE 1:1

(1)

(1)- POLICARBONATE TUBE D= 1mm; e= 0.2mm

(2)- PLASTIC TUBE D= 0.4mm

(3)- CARBON FIBER TUBE D= 60mm; e= 3mm

(4)- CABON FIBER TUBE D= 30mm; e= 1.5mm

(5)- MECHANISM FOR DETECTING THE COMPRESSION ON THE MAIN ELE-MENT AND INFLATING THE CUSHIONS: COMPRESSION SENSOR (RECEPTOR) + COPPER CABLE + COMPRESSION SENSOR FOR OPENING7CLOSING THE AIR VALVULE.

(6)- NEOPRENE INSULATION ELEMENT e= 1mm

(7)- CARBON FIBER COMPRESSOR FOR THE AIR INSIDE THE STRUCTURE

(8)- SEED ETAIL (f’)

(9)- EFTE CUSHION

(f’)

(2)

(3)(4)(5)

(6)

(7)

(8)(9)

DETAIL(f’)

SCALE 4:1

(1)

(2)

(4)

DETAIL(g): MECHANISM OF THE CUSHIONS

SCALE 1:1

(1)

(1)- POLICARBONATE TUBE D= 1mm; e= 0.2mm

(2)- PLASTIC TUBE D= 0.4mm

(3)- EXTERIOR STRUCTURE OF THE PROTECTION ELEMENT: 1- NEOPRENE LAYER e= 0.4mm 2- POLICARBONATE TUBE e= 0.2mm 3- PLASTIC TUBE D= 0.4mm 4- POLICARBONATE TUBE e= 0.2mm 5- NEOPRENE LAYER e= 0.4mm

(4)- EFTE CUSHION e= 0.2mm

(5)- POLICARBONATE MUSHROOMS CERATING THE CONTACT BETWEEN THE INTERIOR OF THE CUSHION AND THE LASTIC TUBE PROVIDING AIR INSIDE THE PROTRCTION ELEMENT

(g’)

(2)

(3)(4)DETAIL(g’)

SCALE 4:1

(3)

(5)

DETAIL(e) 0.3: SOLID GROUND CONNECTION

SCALE 1:1

(1)

(2)

(3)(4)

(5)

(6)(7)

(8)

(9)

(10)

(11)

(12)

(1)- CARBON FIBER TUBE D= 50mm; e= 4mm CARBON FIBER TUBE D= 44mm; e= 3mm

(2)- NEOPRENE INSULATION AND ANTI-FRICTION LAYER (2) e= 2mm

(3)- NEOPRENE INSULATION LAYER AVOIDING THE AIR OF THE COMPRESSION BOMB TO SCAPE TO THE EXTERIOR

(4)- STEEL COMPRESSION VOLUME D= 18mm

(5)- FIXING MECHANISM FOR THE LEGS (SEE DETAIL (b))

(6)- FOUR BOTTOM BATERIES FOR THE MECHANIZED GROUND CONTACT

(7)- IDPM JOINT FOR MAGNETIC CONNECTION WITH THE LEG ALLOWING THE PERFORATION ELEMENT NOT TO MOVE ONCE IT REACH THE FINAL POSITION.

(8)- MOTOR ALLOWING THE VIBRATION MOVEMENT

(9)-DIAMOND PIECE FOR BREAKING THE GROUND

(10)- STEEL LAYER e= 2mm

(11)- STEEL LAYER e= 2mm

(12)- GAP COVERED IN NEOPRENE FOR HOSTING THE FIBER COPPER CABLES LEADING THE VIBRATION MOVEMENT TO THE DIAMOND HEADS

SCALE OF THE TRIPOD ALREADY REVIEWED BEING THE OVERALL HEIGHT WHEN CLOSED 1.1m

SECTION ELEVATION DEPL0YED ELEVATION

PLAN

IRREGULAR PIECE FOR A BETTER PERFORATION OF THE GROUND

DIAMOND PIECE

FINAL MOVEMENT OF THE TRIPOD +

PROTECTION ADAPTED TO THE DIFFERNT POSITIONS

0.1 0.2 0.5 m

DETAIL(C) 0.1: ROTATIONAL ELEMENT OF THE LEGS

SCALE 1:1

(1)

(1)- CARBON FIBER TUBE D= 44mm; e= 3mm

(2)- SEE DETAIL (b) 0.2

(3)- NEOPRENE WATER TIGHT AND ANT-FRICTION LAYER e= 2mm

(4)- CARBON FIBER FOR TELESCOPIC LEG

(5)- CARBON FIBER ROTATING ELEMENT D= 17mm

(6)- NEOPRENE LAYER AVOIDING FRICTION e= 4mm

(7)- STEEL PLATE WORKING IN COMPRESSION e= 20mm

(8)- CARBON FIBER EXTREMITIES D= 20mm; e= 1.5mm

(9)- STEEL CABLE D= 4mm

(3)

(4)

(5)

(6)(7)

(8)

(9)

(2)

DETAIL(b) 0.2: FIXING ELEMENT FOR THE VERTICAL MOVEMENT

SCALE 2:1

(1)(2)

(3)

(4)

(5)(6)

(7)(8)


06_ MEDIA

- PHOTOS: http://www.flickr.com/photos/69460189@N04/ - VIDEOS


Documents

Portfolio 2012