UPM MADRID - UCD DUBLIN 5th YEAR Arch - 2023
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MARTA HERVÁS OROZA ARCHITECTURAL DESIGN
hello! my name is Marta Hervás Oroza and I am a fifth year architecture student from ETSAM - UPM. I am a perfectionist and detail oriented designer with a great interest for ephemeral architecture such as scenographies and retail design, as well as a passion for creating highly attractive graphics and images. Skilled, communicative, proud of my abilities and innovative, I seek elegance in all work I produce. in addition to my interest for architecture, I pursue other creative activities such as photography and graphic design, and have a passion for music, which acts as an influence for my work.
MARTA
[TEL] [EMAIL] [IG]
+34 648113172
martahervasoroza@gmail.com @buratonegro
HERVÁS OROZA EXPERIENCE In Out Studio
Architecture and design internship
Madrid, Spain 2023-current
-Development of interior architecture projects in the luxury field (residential, hotels and retail). - Drawing, 3D modelling and budget elaboration. Choosing products and materials, and contact with suppliers. Communication, marketing and content creation for socials.
UCD
Design-build agency
Dublin, Ireland 2022
- Collaboration with a local organization, through the development of a small scale architecture project. - Design and construction of the project, working in a team integrated by other students and constructon professionals. Elaboration of an estimate budget according to the proposal.
Architecture student Madrid based architecture student with freelance and volunteering experience in design and construction projects. Greatly interested in pursuing a career in ephemeral architecture, scenography or retail design. My interests include photography, music and traveling. Always striving to learn and get better at what i do, as well as producing work I’m proud of.
daETSAM
Culture coordinator
Madrid 2019-2021
- Development of cultural activities in the context of university, coordinating a small team of volunteering students.
ETSAM and Teatro Fernán Gómez Madrid 2019
Theatre play scenography design - Design and submission of a scenography proposal for the play Wasted, by Kae Tempest, represented at Teatro Fernán Gómez. - Team work with other students and a scenography professional tutor.
EDUCATION ETSAM-UPM
Grado en Fundamentos de la Arquitectura
Madrid 2018-present
- Result-oriented learning, through communication and feedback processes applied to projects, as well as group work. -Developed graphic and verbal communication skills, along with awareness of design and artistic culture, which influences my work.
SOFTWARES Rhino + Grasshopper AutoCAD Sketchup Adobe (Photoshop, InDesign, Illustrator, PremierePro) Excel
- Student representation: communication with students and professors, oriented to conflict resolution.
-Studies in architecture completed so far with an average grade of 84% (4.0 GPA)
UCD
Erasmus exchange
Dublin, Ireland 2021-2022
- Year of Architecture studies taken entirely in English. Cultural and social experience.
SKILLS Languages: Spanish (native), English (procifiency) Communication and marketing Graphic design Easy and fast learner
Creative thinking and innovation Multitasking Precise and perfectionist handwork B type driving license
SELECTED WORK
01. 02. 03. 04.
MARTA HERVÁS OROZA ARCHITECTURE AND DESIGN
UPM MADRID - UCD DUBLIN 5th YEAR Arch - 2023
LINEAR
pg. 06
THE DOME
pg. 16
DEMOCRATIA
pg. 24
PLASTIC DEG.
pg. 34
LINEAR A JOURNEY THROUGH MOROCCO ACADEMIC TERM + YEAR: P8 DESIGN STUDIO // 2022 PROFESSORS: ALBERTO MORELL, EDUARDO PÉREZ TYPE: HOSTEL, VISITOR CENTRE, TEA HOUSE LOCATION: ERG CHEBBI, FEZ (MOROCCO)
FEATURED PROJECT DPA ARCHIVE ETSAM
01. LINEAR MANIFESTO
The Architecture of a journey. Three places understood as three moments of a journey from the sand of the Erg Chebbi desert to the heart of the Fez Medina. The work shown here aims to reivindicater the journey as a way to understand architecture, through three interventions that enhance the place and the visitor’s experience of it. We aim to intervene in them using strategies learned from the place itself, creating architecture that belongs to its environs. As in the film by Anton Corbjin ‘Linear’, the aim is not to «get somewhere», but to understand the journey as a goal in itself, without a need to identify any of the three places as a destination. Instead, all three of them are steps to understand and analyze with the same importance. The three projects, or stages of the journey are, respectively: a hostel in the Erg Chebbi desert, a visitor centre in the gate of Bab Bou Jloud, and a tea house in the Chouara Tannery. “Through the walls and towers destined to crumble, the tracery of a pattern so subtle it could escape the termites’ gnawing” -Invisible Cities, Italo Calvino-
I THE OASIS
II THE GATE
III THE PAUSE
THE DOME A 360 STEELFRAME ROOF SHELTER ACADEMIC TERM + YEAR: 5th YEAR STRUCTURES (2 WEEK PROJECT) // 2023 PROFESSOR: CARLOS OLMEDO TYPE: BUILT ENVIRONMENT INTERVENTION LOCATION: CARTAGENA DE INDIAS, CO
02. THE DOME MANIFESTO
Building with a removable character. The intervention consists of the addition of a lightweight steel structure to provide shelter from the weather elements (sun and rain, partially), to the hexagonal courtyard of the school built by Giancarlo Mazzanti in Loma de Peye (Cartagena de Indias, Colombia). For such purpose, we design a triangulated dome structure with a diameter of 28m that covers the entirety of the courtyard, supported on the existing pillars situated in the facade of the building. As previously mentioned, the elements of the main structure will be steel bars, and the cover will be executed in monolayer ETFE textile. At the top of the dome, we propose a circular opening to allow air circulation and overhead sunlight (in addition to the general light that will filter through the textile). The geometry of the dome is based on circular arcs in section, and complete rings in plan (simplified to polygons with straight sides), to facilitate construction and assembly, and unify material dimensions. All the elements and shape of the complete structure are determined by calculations that ensure its resistance to vertical and horizontal loads (the arches resist vertical loads while the rings and diagonals between exterior and interior structure resist the horizontal loads due to wind and redistribution of self weight).
CIMENTACIÓN Cimentación por zapatas aisladas de hormigón armado enterradas bajo tierra, dejando a la vista su cara superior para el anclaje de placasa o enganches.
ARCOS Colocación de los arcos triangulados atornillados a las placas de anclaje de las zapatas. Estos son arcos de circunferencia con unas diagonales soldados. Son 12 arcos que transmitiran las cargas hasta la cimentación.
ANILLOS Colocación de anillos que uniran los arcos en los nudos y transmiten los empujes producidos por las cargas de los arcos. Estos están soldados.
C
H
Denomina Resistenc Consisten
Tamaño m
Ambiente
Control
* contra el terre
** el recubrimie
ACER
Denomina Tensión de Control S indica que es
DESCRIPC
Cúpula el espac el recub el perím de horm En la pa luz cenit difumin las pare E
T
S
A
M
Estructuras Edificación Departamento
ARRIOSTRAMIENTO Colocación de cables de acero como cruces de san andres entre arcos y anillos. Arriostran la estructura frente los efectos del viento. Van anclados en los nudos a unas pletinas soldadas.
MONTANTES Los montantes soportarán el cerramiento. Atornillados en los nudos, encontramos dos tipos: uno saliente 50 cm y otro pegado al nudo, alternando en los nudos de un mismo arco y entre cada arco.
CERRAMIENTO Tectil de ETFE tensado, que se atornilla con las piezas de los montantes y crea una superficie ondulante alrededor de toda la estructura.
P
P F
Rodrigo
Profesor: Carlos Ol
C
H
Denomina Resistenc Consisten
Tamaño m
Ambiente
Control
* contra el terre
** el recubrimie
ACER
Denomina Tensión de Control S indica que es
Site plan
28m
28
4
4
4
3
General plan
4
6.48 K L
K
4
5
J
I
7
A
H
CUADRO DE CARACTERÍSTICAS DE MATERIALES F
B
9
0.3 C
E D
7.46
HORMIGÓN Denominación Resistencia característica Consistencia Límites de asiento Tamaño máximo de árido Tipo de árido Ambiente Agresividad Recubrimiento mínimo Control
TIPO DE ELEMENTO Resto de Soportes Cimientos y muros vistos la obra HA25/B/40/IIa-Qa HA25/B/20/IIb HA25/B/20/I 25 N/mm2 B (blanda) 5 .. 10 cm 40 mm silíceo IIa (terreno) Qa (débil) 70 mm * Estadístico
25 N/mm2 B (blanda) 5 .. 10 cm 20 mm calizo IIb (exterior) 25 mm ** 100%
25 N/mm2 B (blanda) 5 .. 10 cm 20 mm silíceo I (interior) 15 mm ** Estadístico
* contra el terreno; contra encofrados u hormigón de limpieza, 30 mm ** el recubrimiento nominal (tamaño de separador) es 10 mm más
Node loads calculations
TIPO DE ELEMENTO Resto de la obra Cimientos
ACERO DE ARMAR Denominación Tensión del límite elástico Control
B 400 S 400 N/mm2
B 500 SD 500 N/mm2
por distintivo
por ensayos
S indica que es soldable. SD que además tiene condiciones adicionales de ductilidad
DESCRIPCIÓN DEL PROYECTO
Cúpula triangulada de 28m de diámetro que cubra todo el espacio del patio. La estructura principal es de acero, y el recubrimiento ligero es textil de ETFE. Los apoyos en el perímetro del patio se resuelven con pequeñas zapatas de hormigón. En la parte central se abre un hueco para la entrada de luz cenital, aun que esta también entra de forma difuminada a través del recubrimiento textil en el resto de las paredes por su carácter translúcido. E
T
S
A
M
Estructuras Edificación Departamento
PROYECTO DE ESTRUCTURAS
Plano
Proyecto de ejecución de edificio sanitario en Madrid Formato DIN A1 594 x 841 mm
N 0
1
1:100
2
4
8
E_03
Rodrigo Camacho Sancho/Elisa Rodríguez Moronta/ Marta Hervás Oroza Profesor: Carlos Olmedo
Cuatrimestre de primavera
23
UNIVERSIDAD POLITÉCNICA DE MADRID
Escuela Técnica Superior de Arquitectura
CHS 90.4
CHS 90.4
Tuerca y contratuerca Tuerca y contratuerca
Espacio para mortero Espacio para mortero
Pernos de ancaleje Pernos de ancaleje
Detalle de anclaje con Attachment to existing estructura existente Detalle de anclaje con structure estructura detail existente
Detalle de anclaje cerramiento de efte rígido Detalle de anclaje cerramiento Attachment of ETFE de efte rígido
textile detail
Stress in elements calculations
ARRIOSTRAMIENTO Colocación de cables de acero como cruces de san andres entre arcos y anillos. Arriostran la estructura frente los efectos del viento. Van anclados en los nudos a unas pletinas soldadas.
General section
CHS 90.4
MONTANTES Los montantes soportarán el cerramiento. Atornillados en los nudos, encontramos dos tipos: uno saliente 50 cm y otro pegado al nudo, alternando en los nudos de un mismo arco y entre cada arco.
Estructuras Edificación Departamento
PROYECTO DE ESTRUCTURAS
Axonométricas
Proyecto de ejecución de edificio sanitario en Madrid Formato DIN A1 594 x 841 mm
E_03
CERRAMIENTO Tectil de ETFE tensado, que se atornilla con las piezas de los montantes y crea una superficie ondulante alrededor de toda la estructura.
Rodrigo Camacho Sancho/Elisa Rodríguez Moronta/ Marta Hervás Oroza Profesor: Carlos Olmedo
23
Cuatrimestre de primavera
UNIVERSIDAD POLITÉCNICA DE MADRID
Escuela Técnica Superior de Arquitectura
ARCOS Colocación de los arcos triangulados atornillados a las placas de anclaje de las zapatas. Estos son arcos de circunferencia con unas diagonales soldados. Son 12 arcos que transmitiran las cargas hasta la cimentación.
ANILLOS Colocación de anillos que uniran los arcos en los nudos y transmiten los empujes producidos por las cargas de los arcos. Estos están soldados.
D R C
Ta
A
C
* con ** el
CUADRO DE CARACTERÍSTICAS DE MATERIALES HORMIGÓN Denominación Resistencia característica Consistencia Límites de asiento Tamaño máximo de árido Tipo de árido Ambiente Agresividad Recubrimiento mínimo Control
TIPO DE ELEMENTO Cimientos Soportes Resto de vistos y muros la obra HA25/B/40/IIa-Qa HA25/B/20/IIb HA25/B/20/I 25 N/mm2 B (blanda) 5 .. 10 cm 40 mm silíceo IIa (terreno) Qa (débil) 70 mm * Estadístico
25 N/mm2 B (blanda) 5 .. 10 cm 20 mm calizo IIb (exterior) 25 mm ** 100%
25 N/mm2 B (blanda) 5 .. 10 cm 20 mm silíceo I (interior) 15 mm ** Estadístico
* contra el terreno; contra encofrados u hormigón de limpieza, 30 mm ** el recubrimiento nominal (tamaño de separador) es 10 mm más
General axonometric Resto de la obra Cimientos TIPO DE ELEMENTO
ACERO DE ARMAR
B 400 S 400 N/mm2
Denominación Tensión del límite elástico Control
B 500 SD 500 N/mm2
por distintivo
por ensayos
D Te Co
S ind
DE
Cú el e el r el p de En luz dif las E
T
Departame
S indica que es soldable. SD que además tiene condiciones adicionales de ductilidad
CERRAMIENTO MONTANTES Tectil de ETFE tensado, que se atornilla con las piezas de los montantes y Los montantes soportarán el cerramiento. Atornillados en los nudos, DESCRIPCIÓN DEL PROYECTO crea una superficie ondulante alrededor de toda la estructura. encontramos dos tipos: uno saliente 50 cm y otro pegado al nudo, alternando Cúpula triangulada de 28m de diámetro que cubra todo en los nudos de un mismo arco y entre cada arco. el espacio del patio. La estructura principal es de acero, y el recubrimiento ligero es textil de ETFE. Los apoyos en el perímetro del patio se resuelven con pequeñas zapatas de hormigón. En la parte central se abre un hueco para la entrada de luz cenital, aun que esta también entra de forma difuminada a través del recubrimiento textil en el resto de las paredes por su carácter translúcido. E
T
S
A
M
Estructuras Edificación Departamento
PROYECTO DE ESTRUCTURAS Proyecto de ejecución de edificio sanitario en Madrid Formato DIN A1 594 x 841 mm
0
1
2
Sección
E_03
4
1:75
Rodrigo Camacho Sancho/Elisa Rodríguez Moronta/ Marta Hervás Oroza Profesor: Carlos Olmedo
Cuatrimestre de primavera
23
UNIVERSIDAD POLITÉCNICA DE MADRID
Escuela Técnica Superior de Arquitectura
ACCIONES GLOBALES
Bloque 1 (baja + 4)
Bloque 2 (baja + 6)
Viento* N-S / E-O
1,1 kN/m 2 / 1,2 kN/m2
1,3 kN/m 2 / 1,5 kN/m2
Empuje ***
activo pasivo sobrecarga de uso
Terreno natural (pantalla) - 60 kN/m2 6,6 kN/m2 /m 32 kN/m 2 /m +140 kN/m2 +3 kN/m 2
Relleno (muros) 6,0 kN/m2 /m 44 kN/m2 /m + 1 kN/m2 /m
* valor total (presión más succión), promedio en toda la altura del edificio ** coeficiente sísmico global de todo el edificio (incluyendo aceleración básica, coeficiente de riesgo, ampliación de terreno, espectro, coeficiente de respuesta por ductilidad, y coeficientes de disrtribución *** la segunda componente es la de cohesión, fiable sólo a largo plazo
R
Pro Ca
DEMOCRATIA THE GPO CENTRE FOR DEMOCRACY ACADEMIC TERM + YEAR: P7 DESIGN STUDIO // 2022 PROFESSORS: PETER TANSEY, CHRIS BOYLE TYPE: PUBLIC FACILITIES, ARTIST RESIDENCES LOCATION: DUBLIN, IE
03. DEMOCRATIA MANIFESTO
Democracy through culture. Through the means of art and culture, a community can be built in which citizens can express temselves freely and publicly. The aim of a democratic structure shall be, then, to provide its members with the appropriate tools and means of creation, for them to have equal opportunities to develop their artistic projects and initiatives. A centre for democracy can, following this principle, become a centre for contemporary creation, generating a propitious field for the collective exchange of new ideas. Previous examples of this model have proved rather successful The purpose of introducing facilities for artists and the general public to explore their artistic and creative intentions, is not so far from the basic principle of democracy: that of giving them a voice, a means of expression. With sufficient support, it can be possible to democratize art; to make it accessible for everyone. Along with this, there is an inherent benefit to the coexistence of creative practices: the transversality and collaboration that can arise from the artistic community that the project pursues, not only withing the individual creators taking residence in it, but the entirety of the collectives that inhabit the neighborhood which the intervention in the GPO aims to revitalize.
PLASTIC DEG. CONSTRUCTION THROUGH DISPOSAL ACADEMIC TERM + YEAR: P2 DESIGN STUDIO // 2019 PROFESSORS: MARCELO RUIZ, M.JOSÉ PIZARRO TYPE: RECYCLING CENTRE LOCATION: COAST OF PORTUGAL (NOMADIC)
AWARDED PROJECT ETSAM WITH HONORS
FEATURED PROJECT DPA ARCHIVE ETSAM
04. PLASTIC DEGRADATION MANIFESTO The degradation of the material as a fundamental quality of the design. The project develops from this intention to create something purposeful and inspiring from what would otherwise be considered waste, or “useless”. It is a theoretical project that arises from an exploration of the material qualities of objects and constructions in state of decay. The proposal stems from two studies of degradation: analogic degradation, exploring the changes and losses in a piece of art when undergoing a repetitive copying process; and prefabricated degradation, which observes the different results time and external elements (weather and sea corrosion) produce in elements that were identical in origin, thus giving them an identity. The final and main stage of the project consists on the creation of a nomadic architecture, that travels on a boat across the coast of Portugal, collecting plastic waste and building with it a collection of geodesic domes. A travelling structure that grows and evolves during the trip, as it cleans and filters the ecosystem it forms a part of. The recycling process takes place inside the boat, first selecting the appropriate plastics and separating them from the rest (returned to recycling facilities), then melting and moulding them into the triangular pieces that form the dome covers.
Prefab degradation - model photos
Plastic degradation - general axonometric
Analogic degradation final product
Plastic degradation site / route plan
Node detail and materials
Long section and recycling process
Prefab degradation - model photos
Development cross sections
General plan
thanks for reading!
MARTA HERVÁS OROZA ARCHITECTURE AND DESIGN
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