CV CV CV CV 18-19 17-18 11-16 2017 2016 18-19 14-15 17-18 2014 11-16 2014 2017 2013 18-19 2016 2012 17-18 14-15 2011 11-16 2014 2017 2014 2011 2016 18-19 2013 14-15 17-18 2012 2014 11-16 2011 2009 2014 2017 2014 2013 2016 2011 2012 14-15 2011 2014 2016 2014 2009 18-19 2011 2013 2014 17-18 2012 11-16 2014 2011 2017 2018 2009 2016 2016 2019 2014 2011 14-15 2014 2014 2014 2016 2009 2018 2013 2014 2019 2012 2011 2014
CV
2018 2016 2011 2019 2014 2009 2018 2014 2019 2016 2014 2018 2019
NIK EFTEKHAR OLIVO Personally I believe that architecture should be the materialization nik.eftekhar.olivo@gmail.com of a process where critic reflection, highly creative design and multi(0034) 680 27 70 57 disciplinar knowledge converge, being able to outcome an aesthetic 19.11.1993 - 25 years old solution to different scales of a specific problematic. This can only be Madrid, Spain achieved through teamwork, not only with collaborators, but also NIK EFTEKHAR with clients. Within my qualities stand out pragmatism, proactivity, National ID: 47216051 OLIVO H fast-learning and organisation. Driving license: Class B Personally I believe that architecture should be the materialization nik.eftekhar.olivo@gmail.com of a process where critic reflection, highly creative design and multi(0034) 680 27 70 57 disciplinar knowledge converge, being able to outcome an aesthetic 19.11.1993 - 25 years old solution to different scales of a specific problematic. This can only be NIK EFTEKHAR OLIVO Madrid, Spain achieved through teamwork, not only with collaborators, but also EDUCATION Personally I believe that architecture should be the materialization with clients. Within my qualities stand out pragmatism, proactivity, National ID: 47216051 H nik.eftekhar.olivo@gmail.com of a Studies process where critic reflection, highly creative design and multiMaster of Advanced inorganisation. Digital Fabrication and Architecture (ETH Zürich) fast-learning and Driving license: Class (0034) 680 27 70 57 B disciplinar knowledge converge, being able to outcome an aesthetic Master in Architecture (E.T.S.A.M U.P.M.) 19.11.1993 25 years old solution to different scales of a specific problematic. This can only be Graduate in Architecture (E.T.S.A.M. - U.P.M.) Madrid, Spain achieved through teamwork, not only with collaborators, but also NIK EFTEKHAR OLIVO clients. Within my qualities stand out pragmatism, proactivity, National ID: 47216051 H DAETSAM courses:with Revit Advanced Personally I believe that architecture should be the materialization fast-learning and organisation. EDUCATION Driving license: Class B nik.eftekhar.olivo@gmail.com DAETSAM courses:ofRevit and Web Design a process where critic reflection, highly creative design and multi(0034) 680 27 70 57 Master Advanced Studies in Digital Fabrication and Architecture (ETH Zürich) disciplinar knowledge converge, being able to outcome an(Frankfurt, aesthetic Erasmusofscholarship in Technische Universität Darmstadt Alemania) 19.11.1993 25 years old solution to diff erent scales of a specifi c problematic. This can only be Master in Architecture (E.T.S.A.M - U.P.M.) DAETSAM courses:achieved ArchiCad and Adobe Illustrator Madrid, Spain through teamwork, not only with collaborators, but also Graduate in Architecture (E.T.S.A.M. - certifi U.P.M.) Architecture course 3DsMax IAESTE proactivity, with clients. Within my qualities standed outby pragmatism, National ID: 47216051 H EDUCATIONmodelling DAETSAM Revit Advanced andand organisation. Driving license: Class B DAETSAM courses: courses:fast-learning Photoshop 3DsMax
Master of Advanced Studies in Digital Fabrication and Architecture (ETH Zürich) DAETSAM courses: and Web Design Professional MusicRevit Grade (spetialty: Cello) Master in Architecture (E.T.S.A.M - U.P.M.) NIK EFTEKHAR OLIVO Erasmus scholarship in Technische Universität Darmstadt (Frankfurt, Alemania) Camberwell and Chelsea College of and Design Prefoundation Courses: Photography, Graduate in Architecture (E.T.S.A.M.Arts - U.P.M.) DAETSAM courses: ArchiCad and Adobe Illustrator Personally Drawing I believe that architecture should be the materialization Graphic Design, Painting, and Portfolio preparation. DAETSAM courses: Revit Advanced nik.eftekhar.olivo@gmail.com EDUCATION of a process where critic reflection, highly creative design and multiArchitecture modelling course 3DsMax certifi ed by IAESTE Exams in order to access Universitary Studies (GCSEs)(9/10) (0034) 680 27 70 57 DAETSAM Revit and Web Design disciplinar knowledge converge, being able to outcome an aesthetic Master of courses: Advanced Studies inand Digital Fabrication and Architecture (ETH Zürich) DAETSAM courses: Photoshop 3DsMax - 25 years old solution to diff erent scales of a specifi c problematic. This can only be Erasmusinscholarship in(E.T.S.A.M Technische- Universität Darmstadt (Frankfurt,19.11.1993 Alemania) Master Architecture U.P.M.) Professional Musicachieved Gradethrough (spetialty: Cello) Madrid, Spain teamwork, not only with collaborators, but also DIPLOMS / SCHOLARSHIPS DAETSAM courses: ArchiCad andmy Adobe Illustrator Graduate in Architecture - U.P.M.) with clients.(E.T.S.A.M. Within qualities stand pragmatism, proactivity, National ID: 47216051 H Camberwell and Chelsea College of Arts andout Design Prefoundation Courses: Photography, Honorific Diploma From Madrid autonomous community fast-learning and organisation. Architecture modelling course 3DsMax certifi ed by IAESTE Driving license: Class B DAETSAM courses: Revit Advanced Graphic Design, Painting, Drawing and Portfolio preparation. Erasmus DAETSAMScholarship courses: Revit PhotoshopWeb andDesign 3DsMax DAETSAM courses: Exams in order to access and Universitary Studies (GCSEs)(9/10) Professional Music Grade (spetialty: Cello) Erasmus scholarship in Technische Universität Darmstadt (Frankfurt, Alemania) PRIZES/ CONTESTS Camberwell and Chelsea College of Arts and Design Prefoundation Courses: Photography, DAETSAM courses: ArchiCad and Adobe Illustrator DIPLOMS /-SCHOLARSHIPS EDUCATION First prize LogoPainting, Design Contest ofand MUDI master(ETSAM-UPM) Graphic Design, Drawing Portfolio preparation. Architecture modelling course 3DsMax certified by IAESTE Honorifi c Diploma From Madrid autonomous community Master of Advanced Studies in Digital Fabrication and Architecture (ETH Zürich) Exams in order to access Universitary Studies (GCSEs)(9/10) DAETSAM courses: Photoshop and 3DsMax Erasmus Master inScholarship Architecture (E.T.S.A.M - U.P.M.) EXPERIENCE Professional Music Grade (spetialty: Cello) Graduate Architecture (E.T.S.A.M. - U.P.M.) Practice SWP Architekten (Hamburg) (1.7-28.8) DIPLOMSin/in SCHOLARSHIPS Camberwell and Chelsea College of Arts and Design Prefoundation Courses: Photography, PRIZES/ CONTESTS DAETSAM courses:(Madrid) Revit FEM arquitectura (1.4.2018-30.6.2018)community Honorifi c Diploma FromAdvanced Madrid Graphic Design, Drawingautonomous and Portfolio preparation. First prize - LogoPainting, Design Contest MUDI master(ETSAM-UPM) DAETSAM courses: Revit and WebofDesign Student Assistant Gramazio Kohler Research(GKR) and DBT(1.7.2019 - 30.9.2019) Erasmus Scholarship Exams in order to access Universitary Studies (GCSEs)(9/10) Erasmus scholarship in Technische Universität Darmstadt (Frankfurt, Alemania) EXPERIENCE DAETSAM courses: ArchiCad COMPUTATIONAL SKILLS and Adobe Illustrator PRIZES/ in CONTESTS DIPLOMS / SCHOLARSHIPS Practice SWP Architekten (Hamburg) (1.7-28.8) modelling course 3DsMax ed by IAESTE |Architecture 2DDrawing | Graphic_Design | certifi 3D_Modelling | Digital_Fabrication | Office | First arquitectura prize - Logo (Madrid) Design of MUDI master(ETSAM-UPM) Honorifi c Diploma From Contest Madrid autonomous community FEM (1.4.2018-30.6.2018) DAETSAM courses: Photoshop and 3DsMax Erasmus Scholarship Student Assistant Gramazio Kohler Research(GKR) and DBT(1.7.2019 30.9.2019) PPW Autocad Photoshop Grasshopper -Python Professional Music Grade (spetialty: Cello)Rhinoceros EXPERIENCE Camberwell and Chelsea College of Arts and Design Prefoundation Courses: Photography, Practice in SWP Architekten (Hamburg) (1.7-28.8) PRIZES/ CONTESTS Rhinoceros InDesign 3dsMax Processing Python Excell COMPUTATIONAL SKILLS Graphic Design, Painting, Drawing and Portfolio preparation. FEM arquitectura (Madrid) (1.4.2018-30.6.2018) First prize Logo Design Contest of MUDI master(ETSAM-UPM) |Exams 2DDrawing | Graphic_Design | 3D_Modelling | Digital_Fabrication | Office | inAssistant order to access Universitary Studies (GCSEs)(9/10) Student Gramazio Kohler Research(GKR) - 30.9.2019) Word Archicad Illustrator Revit and DBT(1.7.2019 Netfabb EXPERIENCE Autocad Photoshop Rhinoceros Grasshopper Python PPW DIPLOMS / SCHOLARSHIPS COMPUTATIONAL SKILLS Revit AffterEff ects Archicad IdeaMaker Wordpress Practice in SWP Architekten (Hamburg) (1.7-28.8) Honorifi c Diploma| From Madrid autonomous community |FEM 2DDrawing Graphic_Design | 3D_Modelling | Digital_Fabrication Offi ce | arquitectura (Madrid) (1.4.2018-30.6.2018) Rhinoceros InDesign 3dsMax Processing Python | Excell Erasmus Scholarship Student Assistant Gramazio Kohler Research(GKR) and DBT(1.7.2019 - 30.9.2019) ARTISTIC SKILLS Autocad Photoshop Rhinoceros Grasshopper Python PPW Archicad Illustrator Revit Netfabb Word Cello playing (Allegro orchestra) PRIZES/ CONTESTS COMPUTATIONAL SKILLS Drawing, painting, architecture modelling First prize - Logo Design Contest of MUDI master(ETSAM-UPM) Rhinoceros 3dsMax Processing Python Excell Revit AffInDesign terEffects Archicad IdeaMaker Wordpress |Photography 2DDrawing | Graphic_Design | 3D_Modelling | Digital_Fabrication | Office | digital and analogic Archicad Illustrator Revit Netfabb Word EXPERIENCE Autocad Photoshop Rhinoceros Grasshopper Python PPW ARTISTIC LANGUAGES Practice inSKILLS SWP Architekten (Hamburg) (1.7-28.8) Celloarquitectura playing orchestra) Revit (Allegro AffterEff ects Archicad IdeaMaker Wordpress Spanish FEM (Madrid) (1.4.2018-30.6.2018) Rhinoceros (Native) InDesign 3dsMax Processing Python Excell Drawing, painting, architecture modelling English (C1.2) (IELTS-2011; Advanced C1 CAE-2010; First FCE-2009 ) Student Assistant Gramazio Kohler Research(GKR) and DBT(1.7.2019 - 30.9.2019) Photography digital analogic German (B2.4)and (Goethe Zertifikat B2-2017; Goethe Zert A2-2014) Archicad Illustrator RevitUNIcert II B2-2015; Netfabb Word ARTISTIC SKILLS Italian (A2) COMPUTATIONAL SKILLS Cello playing (Allegro orchestra) LANGUAGES Revit AffterEffects Archicad IdeaMaker Wordpress |Drawing, 2DDrawing |architecture Graphic_Design | 3D_Modelling | Digital_Fabrication | Office | painting, modelling Spanish (Native) REFERENCES Photography digital and analogic Advanced C1 CAE-2010; First FCE-2009 ) English (IELTS-2011; Autocad Photoshop Rhinoceros Python PPW Hannes Mayer (C1.2) (MAS DFAB), David Jenny (GKR), Matthias Grasshopper Leschock (DBT) ARTISTIC SKILLS German (B2.4) (Goethe Zertifikat B2-2017; UNIcert II B2-2015; Goethe Zert A2-2014) LANGUAGES CelloRhinoceros playing (Allegro Italian (A2) orchestra) InDesign 3dsMax Processing Python Excell Spanish (Native) Drawing, painting, architecture modelling
Camberwell and Chelsea College of Arts and Design Prefoundation Courses: Photography, DAETSAM Revit Advanced fast-learning and Driving license: Class B Master of courses: Advanced Studies inorganisation. Digital Fabrication and Architecture (ETH Zürich) Graphic Design, Painting, Drawing and Portfolio preparation. DAETSAM courses: Revit(E.T.S.A.M and Web Design Master in Architecture - U.P.M.) NIK EFTEKHAR OLIVO Exams in scholarship order to access UniversitaryUniversität Studies (GCSEs)(9/10) Erasmus in Technische Darmstadt (Frankfurt, Alemania) Graduate in Architecture (E.T.S.A.M. U.P.M.) Personally I believe that architecture should be the materialization DAETSAM courses: ArchiCad andwhere Adobe nik.eftekhar.olivo@gmail.com of a process criticIllustrator reflection, highly creative design and multiDAETSAM courses: Revit Advanced EDUCATION (0034) 680 27 70 57 DIPLOMS / SCHOLARSHIPS Architecture modelling course 3DsMax ed by IAESTE disciplinar knowledge certifi converge, being able to outcome an aesthetic DAETSAM courses: Revit and Web Design 19.11.1993 - 25 years old Master of Advanced Studies in Digital Fabrication and Architecture (ETH Zürich) solution to diff erent scales of a specifi c problematic. This can only be Honorific Diploma From Madrid autonomous community DAETSAM courses: Photoshop and 3DsMax Erasmus scholarship in Technische Universität Darmstadt (Frankfurt, Alemania) Madrid, Spain achieved through teamwork, not only with collaborators, but also Master inScholarship Architecture (E.T.S.A.M - U.P.M.) Erasmus Professional MusicArchiCad Grade Cello) with(spetialty: clients. Within my Illustrator qualities stand out pragmatism, proactivity, National ID: 47216051 H DAETSAM courses: and Adobe Graduate in Architecture (E.T.S.A.M. - U.P.M.) fast-learning and organisation. Camberwell and Chelsea College of Arts and Design Prefoundation Courses: Photography, Driving license: Class B Architecture modelling 3DsMax certified by IAESTE DAETSAM courses: Revitcourse Advanced PRIZES/Design, CONTESTS Graphic Painting, Drawing and Portfolio preparation. DAETSAM courses: Photoshop andDesign 3DsMax DAETSAM courses: Revit and Web First prize - Logo Design Contest of MUDI master(ETSAM-UPM) Exams in order to access Universitary Studies (GCSEs)(9/10) Professional Music Grade (spetialty:Universität Cello) Erasmus scholarship in Technische Darmstadt (Frankfurt, Alemania) Camberwell and Chelsea College of Arts and Design Prefoundation Courses: Photography, EDUCATION DAETSAM courses: ArchiCad and Adobe Illustrator EXPERIENCE DIPLOMS / SCHOLARSHIPS Graphic Design, Painting, Drawing and Portfolio preparation. Master of Architekten Advanced Studies in Digital Fabrication and Architecture (ETH Zürich) 2014 18-19 Architecture modelling course 3DsMax certifi ed by IAESTE Practice inDiploma SWP (Hamburg) (1.7-28.8) Honorifi c From Madrid autonomous community 2009 2011 Exams in order to access Universitary Studies (GCSEs)(9/10) Master in Architecture (E.T.S.A.M U.P.M.) 17-18 DAETSAM courses:(Madrid) Photoshop and 3DsMax 2013 FEM arquitectura (1.4.2018-30.6.2018) 2018 2014 Erasmus Scholarship 11-16 Graduate in Architecture (E.T.S.A.M. 2012 Professional Music Grade (spetialty: Cello) - U.P.M.) Student Assistant Gramazio Kohler Research(GKR) and DBT(1.7.2019 - 30.9.2019) 2019 DIPLOMS / SCHOLARSHIPS DAETSAM courses: Revit Advanced Camberwell and Chelsea College of Arts and Design Prefoundation Courses: Photography, 2011 2017 PRIZES/ CONTESTS Honorifi c Diploma From Madrid autonomous community 2009 2016 DAETSAM courses: Revit and Web Design Graphic Design, Drawingofand Portfolio preparation. COMPUTATIONAL SKILLS First prize - LogoPainting, Design Contest MUDI master(ETSAM-UPM) 2016 2014 Erasmus Erasmus in Technische Universität Darmstadt (Frankfurt, Exams in Scholarship order scholarship to access Universitary Studies (GCSEs)(9/10) 2011 14-15 | 2DDrawing | Graphic_Design | 3D_Modelling | Digital_Fabrication | Alemania) Office | DAETSAM courses: ArchiCad and Adobe Illustrator 2014 EXPERIENCE PRIZES/ CONTESTS 2014 Architecture modelling course 3DsMax certified by Grasshopper IAESTE Autocad Photoshop Rhinoceros Python PPW DIPLOMS / SCHOLARSHIPS Practice in SWP Architekten (Hamburg) (1.7-28.8) 2014 First prize Logo Design Contest of MUDI master(ETSAM-UPM) 2016 DAETSAM courses: Photoshop and 3DsMax 2013 Honorifi c Diploma From Madrid autonomous community 2009 FEM arquitectura (Madrid) (1.4.2018-30.6.2018) 2018 Rhinoceros 3dsMax Processing Python Professional MusicInDesign Grade (spetialty: Cello) Erasmus Scholarship 2014 2012 Student Assistant Gramazio Kohler Research(GKR) and DBT(1.7.2019 - 30.9.2019) Excell 2019 EXPERIENCE Camberwell and Chelsea College of Arts and Design Prefoundation Courses: Photography, 2011 Practice in SWP Architekten (Hamburg) 2014 Archicad Illustrator Revit Netfabb Word Graphic Design, Painting, Drawing (1.7-28.8) and Portfolio preparation. PRIZES/ CONTESTS COMPUTATIONAL SKILLS FEM arquitectura (Madrid) (1.4.2018-30.6.2018) 2018 Exams in order access Universitary Studies (GCSEs)(9/10) 2016 2011 First2DDrawing prize - Logo Design Contest of MUDI master(ETSAM-UPM) |Student | to Graphic_Design | 3D_Modelling | Digital_Fabrication | Office | Revit AffterEff ects Research(GKR) Archicadand DBT(1.7.2019 IdeaMaker Wordpress Assistant Gramazio Kohler - 30.9.2019) 2019
2011 2017 18-19 2016 17-18 2011 14-15 11-16 2014 2017 2014 2016 18-19 2009 2013 14-15 17-18 2014 2012 2014 11-16 2011 2014 2017 2013 2016 2011 2012 14-15 2011 2014
CV
DIPLOMS / SCHOLARSHIPS EXPERIENCE Autocad Photoshop Rhinoceros Grasshopper Python COMPUTATIONAL SKILLSFrom Honorifi c Diploma Madrid autonomous Practice inSKILLS SWP Architekten (Hamburg) (1.7-28.8) community ARTISTIC 2014 2009 |CelloRhinoceros 2DDrawing | Graphic_Design | 3D_Modelling | Digital_Fabrication Erasmus Scholarship FEM arquitectura (Madrid) (1.4.2018-30.6.2018) playing (Allegro orchestra) InDesign 3dsMax Processing Python | 2018 2014 2019
PPW Offi ce Excell
|
Student Kohler Research(GKR) and DBT(1.7.2019 - 30.9.2019) Drawing,Assistant painting,Gramazio architecture modelling Autocad Photoshop Rhinoceros Grasshopper Python PPW Archicad Illustrator Revit Netfabb Word PRIZES/ CONTESTS Photography digital and analogic First prize - Logo Design Contest of MUDI master(ETSAM-UPM) 2016 COMPUTATIONAL SKILLS Rhinoceros 3dsMax Processing Python Excell Revit AffInDesign terEffects Archicad IdeaMaker Wordpress LANGUAGES | 2DDrawing | Graphic_Design | 3D_Modelling | Digital_Fabrication | Office | EXPERIENCE Spanish (Native) Archicad Illustrator Revit Netfabb Word Practice in SWP (IELTS-2011; Architekten (1.7-28.8) Autocad Photoshop (Hamburg) Rhinoceros Python PPW English (C1.2) Advanced C1 CAE-2010;Grasshopper First FCE-2009 ) 2014 ARTISTIC SKILLS FEM arquitectura (Madrid) (1.4.2018-30.6.2018) German (B2.4) (Goethe Zertifi kat B2-2017; UNIcert II B2-2015; Goethe Zert A2-2014) 2018 Revit Aff terEff ects Archicad IdeaMaker Wordpress Cello playing (Allegro orchestra) Rhinoceros InDesign Kohler Research(GKR) Processing Python- 30.9.2019) Excell Student Assistant Gramazio and DBT(1.7.2019 Italian (A2)architecture 2019 Drawing, painting, modelling 3dsMax Photography digital and analogic ARTISTIC SKILLS Archicad Revit Netfabb Word REFERENCES COMPUTATIONALIllustrator SKILLS Cello playing (Allegro orchestra) Hannes Mayer (MAS DFAB), David Jenny (GKR), Matthias Leschock (DBT) | Revit 2DDrawing | Graphic_Design | 3D_Modelling | Digital_Fabrication |Wordpress Office LANGUAGES AffterEffects IdeaMaker Drawing, painting, architecture modelling Archicad Spanish (Native) Photography digital and analogic Autocad Photoshop Rhinoceros First Grasshopper PPW English (C1.2) (IELTS-2011; Advanced C1 CAE-2010; FCE-2009 )Python ARTISTIC SKILLS German (B2.4) (Goethe Zertifikat B2-2017; UNIcert II B2-2015; Goethe Zert A2-2014) LANGUAGES Rhinoceros InDesign 3dsMax Processing Python Excell Cello playing (Allegro Italian (A2) orchestra) Spanish (Native) Drawing, painting, architecture modelling English Archicad (C1.2) (IELTS-2011; Advanced C1 CAE-2010; First FCE-2009 ) Illustrator Revit Netfabb Word Photography digital and analogic REFERENCES German (B2.4) (Goethe Zertifikat B2-2017; UNIcert II B2-2015; Goethe Zert A2-2014) Hannes (MAS DFAB), Aff David Jenny (DBT) Revit terEff ects (GKR), Matthias Archicad LeschockIdeaMaker Wordpress Italian Mayer (A2) LANGUAGES Spanish (Native) REFERENCES ARTISTIC SKILLS(IELTS-2011; Advanced C1 CAE-2010; First FCE-2009 ) English (C1.2) Hannes Mayer (MAS DFAB), David Jenny (GKR), Matthias Cello playing (Allegro orchestra) German (B2.4) (Goethe Zertifi kat B2-2017; UNIcert IILeschock B2-2015;(DBT) Goethe Zert A2-2014) painting, architecture modelling ItalianDrawing,(A2) Photography digital and analogic REFERENCES LANGUAGES Hannes Mayer (MAS DFAB), David Jenny (GKR), Matthias Leschock (DBT) Spanish (Native) English (C1.2) (IELTS-2011; Advanced C1 CAE-2010; First FCE-2009 ) German (B2.4) (Goethe Zertifikat B2-2017; UNIcert II B2-2015; Goethe Zert A2-2014) Italian (A2) REFERENCES Hannes Mayer (MAS DFAB), David Jenny (GKR), Matthias Leschock (DBT)
|
INDEX OF PROJECTS DIGITAL FABRICATION
B U B B L E RO B O T I C D R AW I N G (2018)
GLORIOUS GAL A XY (2018)
I M PA C T C L AY (2018)
TIMBER A SSEMBLIES (2019)
SANDPRINTED BRICK (2018)
3D PRINTED CONCRE TE COLUMNS (2019)
T ( H ) R E E TA B L E (2018)
A S H FOA M A RC H (2019)
ARCHITECTURE
N E W E U RO P E AC A D E M Y (2017-2018)
D W E L L I N G F O R A N A RT I ST : O L A F U R E L I A S S O N (2016)
G E R M A N A RC H I T EC T U R E I N ST I T U T E (2015-2016)
1 | Fermat’s Spiral : r2 = a2 Θ
B U B B L E RO B O T I C D R AW I N G
2 | Preasures according different Z values
3 | Angles depending on distance to spiral’s center
z=-35
z=-33
z=-31
z=-29
z=-30
z=-28
z=-26
z=-24
z=-24
z=-22
z=-20
z=-18
α > 75º
75º < α > 60º
α > 45º
GRASSHOPPER - UR5
Robotic bubbles allows to incorporate new features that can not be achieved through traditional printing systems, like including different painting preassures and angles. The drawings points belong to cordinates obtained from a mathematical defined Fermat’s Spiral (1). These points are selected randomly and assigned different printing preassures (2), creating a see of bubbles of different sizes and opacities. Dynamism is introduced by giving certain inclinations (3) to the robotic arm, which depending on how distant from the center of the spiral the bubbles are, more angle would introduce while painting. A loading paint micro-station was introduced physically and in the code, so each number of printing points the robot would charge again with paint the sponge at the end of the head tool (4). Infinite iterations are achievable, each of them completely different, but all of them talking the same generated language, like they belong to the same family.
4 |Picking Station
Tutors: David Jenny and Inés Ariza In collaboration with Eleni Skevaki and Chaoyu Du
Different void behaviours based on physics engine
GLORIUS GAL A XY PROCESSING
A Galactical animated scene completely was fully created in python processing. Colorfull planets and moons are based on coded polihedrons, on which mesh subdivision rules are applied to every face, such as extruding tappered or extrude center face point. Rotational rules are applied to both moons, in different axis. A network of orbitational voids wrap the main planet in a perfect equilibrium of forces delimited by a semitransparent sphere. They move into a constricted space obtained from the subtraction of two spheres. A physics engine with forces(attraction repulsion and deflection) applied to voids is created. Voids starts populating from the center of the galaxy and as in grows they get dispersed, leaving traces behind which helps to track this meteorite inspired spheres.
Tutors: Mathias Bernhard, Patrick Bedarf In collaboration with Keerthana Udaykumar
triple periodic minimal surface patterns Schwarz P pattern
SAND PRINTED BRICK PROCESSING
Sandprinting technique allows to compile a high quantity of detail in small pieces. Volumetric modelling carried inside Processing allows to control and perform boolean operations inside a delimited virtual space. In this case the real dimensions of the brick: 300 x 200 x 500 mm. All boolean operations are based on computational distance functions which are afterwards renderd by marching cubes function that generates a watertight mesh. The definition of this mesh is controlled by the number of performed iterations. For this project we studied different Gyroid structures, which afterwards were scaled in one or two dimensions, and deformed generating gradients in porosity. A macrostructure and a microstructure are diferenciated at different scales of the brick. Both macro and microstructure are defined by different scale gyroidal structures, with a gradient in wall thickness. Bricks can be combined generating a porous sunshading structure that helps ventilation.
Gyroid S
Gyroid M
brick dimensions 500x300x200mm
gyroid macrostructure
gyroid microstructure
MA
Tutors: Mathias Bernhard In collaboration with Wenquian Yang
1 DESIGN VARIABLES Global variables
Base variables
Deformation variables
I M PA C T C L AY GRASSHOPPER - UR5
Three main Variables are taken into consideration in order to arrange elements in wall structures: Height, Radius and Spacing between units. Due to plasticity of the material while wet, a fourth main variable is introduced, which is the applied preassure within the shooting of the clay bullets(1). Each layer of clay units is shifted in relation to the previous to enhance adhesion between layers, each of one will have one less element than the previous, due to informed Placement(2). Tests were developed to achieve a range of working preassures related to a specific bullet height, obtaining variations without loosing adhesion(3). Individual positioning of each clay element is informed by the position of the two bullets just underneath(4). The headtool is based on the principle of Venturi Effect in order to achieve suction with an air compressor. Two robotic setups have been programmed in order to build clay structures more efficiently, the second one with one more picking station than the first one(5).
Informed variables
2 INFORMING STRUCTURE BH = Bullet Height BR = Bullet Radius BS = Spacing between Bullets base_layer_count = Number of Bullets per Layer base_layer_PD = First Layer Preassure Depth PD_raw = Preassure Depth Function min_PD = Min Preassure Depth max_PD = Max Preassure Depth BP_0 = Bullet Base Point previous Row_0 = prev_row[i] BP_1 = Bullet Base Point previous Row_1 = prev_row[i+1] BP_new = Bullet Base Point new Row = (row_0 + row_1)/2 Shooting_vector (row_0, row_1)
Next geometry is always influenced by the previous geometry
3 RO B OT I C C O N T RO L
BH vs P D
normal_angle = 60 plane_angle = 215 x_spacing = 20 z_spacing = 12.5 x_count = 6 z_count = 4 bullet_height = 18 bullet_width = 18 alternative_bool = false
Va r i a b l e Pressure De pth
75%
50%
25%
20mm
15mm
10mm
Vari ab l e Bu l l et Hei ght s
normal_angle = 0 plane_angle = 0 x_spacing = 20 z_spacing = 12.5
20mm
Var i ab l e Press u re Dept h
x_count = 6 z_count = 4 bullet_height = 18 bullet_width = 18 alternative_bool = false
Vari ab l e Bu l l et Hei ght s 15mm
10mm
25%
50%
75%
normal_angle = 60 plane_angle = 215 x_spacing = 20 z_spacing = 12.5 x_count = 6 z_count = 4 bullet_height = 18 bullet_width = 18 alternative_bool = true
Baseline test were seeking perfect adhesion of clay units through different methods. Variable angles, different Preassure Depths and mirroring frames were tried.
height. Perfect adhesion was achieved in bullet heights of 15mm and 20mm regarding 75% of preassure depth, being the working range between 60% and 85%.
In order to seek perfect consistency and structural behaviour of the clay wall, different tests were carried relating depth of insertion in relation to a same bullet
Once the adhesion between elements achieved, weaving patterns and bulges at different heights of the walls were tested.
4 I N F O R M I N G G EO M E T RY
Bu llet Lo c ation, Or ientation a nd H eight
Individual positioning of each clay element is informed by the average point obtained from the base points of the two bullets just underneath.
Direction of shooting is calculated through perpendicularity to the vector generated by the top points if Bullet A and B, contained in the plane of the wall
Direction
Basepoint
nt
C = Midpoi
p Top
of Bullet C
= Perp Vec
tor H
h = PD x B
)
(B oint
et B
et B
Top point (A)
Clay bullet height depends is modified depending on the applied Preassure Depth on it, based on sinusoidal ecuations.
Bullet A
Bullet A
et B
Bull
Bull
Incremental Deviation
Bull
Bullet A
Incremental Deviation
llet C Shifted Bu
et B
et B
Bull
Bullet A
Incremental deviation by layer, generated due to the perpendicularity condition, is measured.
et B
Bull
Bullet A
The measured deviation is corrected applying a displacement vector to the top point of placement of the new bullet.
Bull
Bullet A
The resulting new bullet is slighted shifted, avoiding uncontrolled informing of elements in the wall.
5 RO B OT I C S E T U P picking station 2
shooting station
picking station
picking station 1 setup for small clay structures
shooting station
setup for big clay structures
Tutors: David Jenny ,InĂŠs Ariza, Zhao Ma In collaboration with Rahul Guirish and Jonas Ward
1 GROWING LOGIC Heigth control
Point base
Number of Generations
Z 2 = Z 1/ 2
3 gen
Z1 = Z/2
2 gen
Growing direction
+Y
-X Z
+X
1 gen
T ( H ) R E E TA B L E GRASSHOPPER - PROCESSING
The overall design of the table was inspired by branching structures like trees or neuronal networks. Driven by this logic, the structure of the table was generated through a basic random growing code(1), which was able to generate infinte iterations, each of them completely unique. The table is composed by 3 different surfaces at different heights with different radiuses. (2) After having an overall design, the process had to focus on the specialization of different types of nodes depending on the task to perform. In such a way, 4 types of nodes are defined: Base Nodes, branching nodes, conection nodes and holding nodes(3). From the axis and a sphere in the cross point, the nodes are designed through volumetric modelling and blended with Axolotl. Afterwards the mesh is rebuilt with lower definition and postprocessed in Processing, where a smoothing with CatmullClark subdivision was applied, as well as porosity based on mesh subdivision (4). Finally the mesh was extruded and a set of rings to hold the metallic rodes were booleaned. (5)
-Y
1 Base Nodes
2 Branching Nodes
3 Bridging Nodes
4 Holding Nodes
4
3
2
1
2 TABLE DESIGN
3 NODE TYPOLOGIES
1 Base Nodes
2 Branching Nodes
3 Bridging Nodes
4 Holding Nodes
Volumetric Modelling (Axolotl)
Blending function + Mesh Rebuild low def
Mesh subdivision (CatmullClark) + Mesh Porosity according Subdivision
4 NODE DESIGN
Node Axis
5 NODE DETAILING
Tutors: Marirena Kladeftira and Matthias Leschock In collaboration with Keerthana Udaykumar and Sofia Michopoulou Boolean Union of Internal Rings
Rod
Rod Reception Shell
Main Shell
C I R C U L A R S E C T I O N M E TA L P R O F I L E S 7,39 m of Ă&#x2DC;5 mm aluminium profile (40 rods) 2,39 m of Ă&#x2DC;8 mm aluminium profile (5 rods)
NODE NUMBER 12 in the top of the big table 6 in the top of the middle table 4 in the top of the little table 6 of them come to the floor 16 middle nodes total of 44 nodes
Volume : 760 gr Average : 280 m Days of printing: 7
1 J O I N T T Y P O LO GY : Trip le d owel co n n e c t ion
TIMBER-D OWEL A SSEMBLIE S GRASSHOPPER
The pavillion is designed through a continuous surface but segmented into 16 parts, populated with wooden beams that are joined with wood cylindrical dowels. This construction logic is based on a triple beam connection, where dowels avoid collision always relating paired virtually generated points. (1) Different patterns were tested, choosing the one that best performs structuraly, but also allowed to huge surface freedom. (2) Surface propagation logic follows the UV surface directionality (3), creating every axis where a beam will be placed. Corrections are applied, such as beam length remaping and gradients. (4) Constructive details to easy assembly are internalized in the main code, such as seam lines connections, footings and keystone reinforcement. (5) 16 Modules are constructed in the fabrication sequence (6). The construction process is previously simulated with a UR5 robot. Compass Timber is used for comunication between digital models and robots (7).
1 Beams : Starting with standard configuration of the beams
2 Four Points : 4 points are generated across the beams in order to avoid collision of dowels
3 Connection between alternate beams (1-3): Top points are connected to lateral points
4 Connection between alternate beams (2-4): Beams 2 and 4 repeat the process and at the same time get intersected by the dowels generated between beams 1 and 3
PRODUCED BY AN AUTODESK STUDENT VERSION
2 P RO PAG AT I O N LO G I C S Tripple Connection Type
Layer Shift Type PRODUCED BY AN AUTODESK STUDENT VERSION
Spatial Assemblies Rome Pavilion Type
V V
V
U PRODUCED BY AN AUTODESK STUDENT VERSION
U
U
PRODUCED BY AN AUTODESK STUDENT VERSION
Zoolinger Type 1
Zoolinger type 2
Spatial Shift Type
V+1
V+1 V
even
V-1
odd U-1
U
U+1
PRODUCED BY AN AUTODESK STUDENT VERSION
even
V
V V-1 U-1
U
U+1
U PRODUCED BY AN AUTODESK STUDENT VERSION
odd
3 S U R FAC E P R O PAG AT I O N : Lo gi c
1 UV Directionality: The surface must have clear UV coordinates and curve-edges
2 Generate beam Lines: Using UV values, beam axis are generated
3 Shifted UV lines: Beam Axis are shifted 1/3 and 2/3 to avoid overlapping between beams
4 Beams: From beam axises, beams are generated and propagated through the module
5 Dowels: Once beams are generated, we use the overlapping areas to generate dowels.
4 SYST E M S E L F- C O R R EC T I O NS : G rad ient a p p lia n ce a n d b e a m ex ten sion c orre c t ion No gradient
Gradient applied
No beam extension
Beam extension applied
1
In order to solve some issues with surface curvature and complexity a gradient was introduced to vary the beam and dowel propagation on each of the surfaces
No beam extension creates issues with beam cracking and dowel spacing. With beam extension beam cracking/splicing is reduced and uniform dowel spacing is generated. In order to achieve it, a remaping on the beam length values is applied, while keeping in position dowel points.
5 C O N ST RU C T I V E D E TA I L S : Key s to n e, Se a ms a n d Fo otin g
1 Surfaces UV: 6 base surfaces with not mirrored UV logic
2 Corresponding UVs: Incorrect UV propagation on surface creates unaligned connections
3 Mirrored UVs: Using correct UVs logic to generate seam connections
4 Additional Dowel Connections: Due to the complexity of 6 surfaces coming together we need to generate additional dowel connections, to assure rigidity
5 Seams Beams: Seams that are doubled and also doubled reinforced with dowels generate structurally stronger behaviour.
SEAM LOGIC
FOOTING LOGIC
1 Not Seaming Surfaces: similar UVvalues generates same beam lines, which cause problems with allingment and assembly
1 No Footing: The Beams arrive with double angle to the floor due to surface geometry, which has to be considered.
2 Seaming Surfaces: Mirrored UVvalues generates mirrored beam lines, which improves allingment and assembly, while enhancing structural behaviour
2 Footing Applied: Footing corrects the beams so they arrive only with one angle to the floor. Also are designed for good on-site assembly.
Gantry Gantry
Dowel OvenOven
Fabrication Control Point Fabrication Control
Robot 2 -11 Picking / Placing Robot - Pick / Place
Robot 1 -12 Drilling Robot - Drill
Drilling Station Drilling Station
Picking Station Picking Station
Fabrication Platform Fabrication Base
Cutting Station Cutting Station
6 D I G I TA L FA B R I C AT I O N : Set up and Fa b rica tion M o d u les
7 FA B R I C AT I O N : Cons truc ti on pro cess
1. DesignGeometry Geometry 1 Design
9. Manual Adjustment 10 Manual Dowel Placement
2. Segments 2 Module generation
5 3 1
4 2 0
8. Placing Beams Station 9 Placing
3. Assembly sequence Sequence 3 Assembly
8. PickingBeams Station 8 Picking
4. Segments Positioning 4 Segments Positioning
7. Drilling Station 7 Drilling Beams
Tutors: David Jenny and JesĂşs Medina Group Project MAS DFab 2018-2019
5. Beams Cutting Station 5 Cutting Beam Size
6. Oven-dried 6 Dry DowelsDowels in oven
MATERIAL EXPLORATIONS Overhang limit
Variable layer Height
Pattern Texture
Concrete Pigmentation
Spray Painting/Coating
FABRICATION PROCEDURE
CONCRETE CHOREO GR APHY PROCESSING - GRASSHOPPER
A forest of columns are designed as background of a dance scenery for a national festival in Riom, Switzerland. Two main applets are developed in Processing. Nine columns are placed outside and another three more columns in the inside barn. Outside columns are based on sinus curve functions, meanwhile inside columns are based on mesh subdivision functions. Several material explorations are developed such as overhang testing, variable layer height, textures or pigmentation. The fabrication process follows several steps: curvature analysis, slicing in grasshopper, innercore integration, rendering, robotic simulation and concrete printing. Columns are 3D-printed with a more fluid mix of concrete in a continuous extrusion of 2,7meters high. Segmentation occurs in indoor columns due to transportation. Concrete basis are prefabricated, columns are directly printed on top and the inner core is fill with concrete and structural reinforcement.
Curvature Analysis
Slicing
Inner Core Placement
Visualization
Printing
SINUS WAVE BASED COLUMNS
curve for profile amptitude
curve for phase shift
Variable Layer Height Tests 1:1 Scale Test 2mm - 8 mm Layer Height Constant Speed
curve for profile amptitude
curve 1 for phase shift
curve 2 for phase shift
curve for profile amplitude 1:1 Scale Test 2mm - 4 mm Layer Height 469 - 234 mm/s Speed
curve for phase shift
Overhang Tests
MESH SUBDIVISION COLUMNS Mesh subdivision rules
- Detailing - Section transitions - Core enclosing
cor ee
ncl
ver t
ica
ica
1:1 Scale Test 2mm Layer Height
ver t
ica
l ex
ng
fun
cti
on
s
l sp
litr oo ft
ran
ver t
osi
sit
ion
s
l sp
litr oo f
tru
de
cor
ner
hex ag
Fa c
on
ef old
ing tri
an
py ra
mi
dc
gu
lar
he
al
po
tri
an
Edg
e
hex
cke t rom
bo
ad hex ag
on
av
ity hex ag
on
rom
bo
1:1 Scale Test 2mm Layer Height
po
cke t2
al
he
ad
al
ext r
ud
e
po
cke t
he
ad
gu
lar
po
cke t
FINAL COLUMN DESINGS
Applet 2 (Subdivision Columns)
Applet 1 (Sine Columns)
C1
C2
C3
C4
C5
C6
C7
C8
C9
Hierarchy ratio 3 : 6 : 1 Pedestal ratio 1:1 Shaft ratio 1:1
Hierarchy ratio 3 : 6 : 1 Pedestal ratio 1 : 1 Shaft ratio 2 : 3
Hierarchy ratio 3 : 6 : 1 Pedestal ratio 1:1 Shaft ratio 2 : 3
Hierarchy ratio 3 : 6 : 1 Pedestal ratio 1:1 Shaft ratio 2 : 3
Hierarchy ratio 3 : 6 : 1 Pedestal ratio 1:1 Shaft ratio 2 : 3
Hierarchy ratio 3 : 6 : 1 Pedestal ratio 1:1 Shaft ratio 1 : 1
Hierarchy ratio 3 : 6 : 1 Pedestal ratio 1 : 1 : 1 Shaft ratio 1 : 1 : 1
Hierarchy ratio 3 : 6 : 1 Pedestal ratio 1 : 1 Shaft ratio 1 : 3 : 1
Hierarchy ratio 3 : 6 : 1 Pedestal ratio 1 : 1 Shaft ratio 2 : 3 : 1
Green Pigmentation
FABRICATION PROCESS
Has Core? YES
Red Pigmentation
Cantiliever Analysis
Column Design
Slicing
Add Inner Core
Pattern Appliance
INNER CORE GENERATION 01
Path Simulation
Final Print
INNER CORE STRUCTURE 02 Mesh
Sine Function
Anchor
• Low resolution starting mesh • Mesh subdivision rules are applied • Core is generated through subdivision rules
3.00 m
• High resolution starting mesh • Vertices are moved along sinewaves • Output mesh is an empty shell, inside of which the core is generated a posteriori
Subdivision
Rebar Reinforced Cast Core 25 cm
Inner Core Path Calculation Rebar Reinforced Cast Base
15 115 8 8
8 8 115 15 275 1.20 m
10
4
20
1.20 m
8 8 115 15
4
4
275
Step 1
15 115 8 8
Step 2
Reb Cas
4
Step 1
10
20
1:1 Scale Test 3mm Layer Height
COLUMN AND SLICING DATA
Column 1
Column 2
Column 3
Print length : 15760 mm
Print length : 14840 mm
Print length : 14900 mm
Concrete volume : 236.4L
Concrete volume : 222.6L
Weight : 569.7 kg Time of print : 146 min
Column 4
Column 5
Column 6
Column 7
Column 8
Column 9
Print length : 15950 mm
Print length : 16210 mm
Print length : 17620 mm
Print length : 18840 mm
Print length : 18330 mm
Print length : 16070 mm
Concrete volume : 223.5L
Concrete volume : 239.2L
Concrete volume : 243.1L
Concrete volume : 264.3L
Concrete volume : 282.6L
Concrete volume : 275.0L
Concrete volume : 241.0L
Weight : 536.4 kg
Weight : 538.6 kg
Weight : 576.4 kg
Weight : 585.8 kg
Weight : 636.9 kg
Weight : 681.1 kg
Weight : 662.7 kg
Weight : 580.8 kg
Time of print : 137 min
Time of print : 138 min
Time of print : 147 min
Time of print : 150 min
Time of print : 163 min
Time of print : 174 min
Time of print : 170 min
Time of print : 149 min
Texture Pattern Tests
ORNAMENT Areas of applyance
1:1 Scale Test of Texture 5mm Layer Height
Ornament is applied after the core has been created or placed, and also a posteriori the slicing process.
1:1 Scale Test of Texture 5mm Layer Height
The applied patterns are an alteration of the printing paths once they have been generated.
Application only in capital + pedestal
Vertical axes of symmetry
LAYER HEIGHT 25 mm
35 mm
35 mm 2 mm
25 mm
25 mm
Horizontal axes of symmetry
15 mm
15 mm
15 mm
35 mm 2 mm
2 mm
5 mm
5 mm
5 mm
7 mm
7 mm
7 mm
Constant Parameters Constant Parameters Constant Parameters Different layer heights and Layer Height: Layer 3 mm Height: 3 mm Layer Height: Layer 5 mm Height: 5 mm Layer Height: Layer 7 mm Height: 7 mm Layer Height: 3 mm Layer Height: 5 mm Layer Height: 7 mm widths,Flow produce Rate: 1.9different Flow Rate: 1.9 Flow Rate: 1.9 Layer Width: 35 Layer 35 mm Width: 35 mm 25 mm Width: 25 mm 15 mm Width: 15 mm mm Width:Layer Layer Width: 25 Layer mm Width:Layer Layer Width: 15 Layer mm Width:Layer types Print of horizontal lines Speed: 290Print mm/s Speed:Print 290 mm/s Speed: 290 mm/s on the print. Due to how liquid is the mix, and up to a 2mm layer height, these lines begin to disappear.
Constant Parameters
1:1 Scale Test of Texture 5mm Layer Height
Flow Rate: 1.4 L/min
Layer Height: 2 mm
Layer Height: 5 mm
Layer Height: 7 mm
Print Speed: 200 mm/s
Layer Width: 35 mm
Layer Width: 25 mm
Layer Width: 15 mm
ORNAMENT Process
Min Amplitude
Max Amplitude
Calculating distance from the center
Pattern Appliance and Simulation of the print
3D printing
ROBOTIC SET UP Online Control station Control robot motion Monitor robot motion ROS communication
Concrete Pump Constant flowrate Pressure monitoring Temperature monitoring
Accelerator Pump Constant flowrate
3-axis Gantry System Accessible volume: 5000m3 Maximum speed: 2000mm/s 6-axis Robotic Arm Maximum speed: 180deg/s per axis
Print Head Pressure monitoring Temperature monitoring Torque monitoring JIT Mixing
Print Base 1200 x 1200 mm
http://dbt.arch.ethz.ch/project/concrete-choreography/ Part of the exhibition : DESIGN LABOR: MATERIAL + TECHNIK at Museum für Gestaltung, Zürich Concrete choreography also featured in the following websites: Arch Daily, Dezeen, AV, Baublatt or Innovators guide among others.
Tutors: Ana Anton, Patrick Bedarf, Angela Woo Group Project MAS DFab 2018-2019: Yuta Akizuki, Jesus Barney, Ying-Shiuan Chen, Chaoyu Du, Nik Olivo Eftekhar, Nicolas Feihl, Rahul Girish, Noor Khader, Sofia Michopoulou, Aya Shaker, Eleni Maria Skevaki, Yoana Taseva, Keerthana Udaykumar, Jonas Van den Bulcke, Wenqian Yang
Annealing Process Meant to shrink the PLA along with the foam. Placed in oven at 60ÂşC during 24 h
A S H FOA M A RC H GRASSHOPPER
As part of a summer workshop, an archetype of an arch was given as a method to test scaling up a new material developed by FenX. It consists of an recycled eco-friendly fly ash insulation foam. This foam is based on a 70% water, and hardens within 28 days. During this process the material shrinks 5%. The geometryand the PLAformwork had to adapt towards this characteristics. In order to achieve that an annealing process of the PLA was performed to shrink together with the foam. A sand bed prevented from deformations and held the pieces in place while heating them. Post-tensioning cables in order to hold together the arch, were made out of porous rubber that helped with evaporating and draining water from the interior. Connection details were developed in order to ease assembly, but ensure interlocking in compression. The design of the pieces was improved through iterations, which introduced: slimmer and lighter pieces, porosities to ease drying, more triangulated areas to strengthen and prevent deformations, as well as an improved printability of the wholes.
Issue: geometry starts to deform if not suported.
Support Strategies Cardboard supports allowed the piece to dry uniformly, but there was some deformations where cardboard attached.
Sand bed supports didnâ&#x20AC;&#x2122;t have any deformation, but there were issues of drying for the part which was introduced in the sand.
Post-tensioning Cable Tubes Porous rubber tubes were inserted in each piece to guide tensioning cables for assembly, while also serving as water evaporation channel.
Connections Detail Designed notches that fit together so elements can easily be assembled and interlock together in compression.
Surface Perforations Because we do not demold, foam exposure to air was limited, and the foam didnâ&#x20AC;&#x2122;t dry fast enough. In order to speed drying time we tested surface perforations to allow for more access to air.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
Design Process 1. Base Starting Surface 2. Anchor Points 3. Points To Be Transformed 4. Vector Forces Generate Shape 5. Form-found Surface 6. Surface Offsetting
7. 1st Subdivision area 8. 2nd Subdivision area 9. 3rd Subdivision area 10. Outer face algorithm smoothening 11. Inner face 12. Final Mesh
Tutors: Matthias Leschok, Kwon Hyunchul Group Project: Nik Olivo Eftekhar, Yoana Taseva and Massimiliano Maria Giovanni Malago
[ NEW EUROPE ACADEMY [] NUEVA ACADEMIA DE EUROPA
ESCALA: 1/ 1500
UNAN ARTISTA ENTHE EL TEJADO ARTIST ON ROOF
URBAN WEST ELEVATION
ALZADO URBANO OESTE
PALACIO REAL
MUSEO DE COLECCIONES REALES
CATEDRAL DE LA ALMUDENA
VIADUCTO DE SEGOVIA
02
ÁMBITO DE ACTUACIÓN URBAN CONTEXT
SEMINARIO CONCILIAR
SAN FRANCISCO EL GRANDE
12
ARQUITECTURA ARCHITECTURE
5.40
5.40
5.40
5.40
5.40
5.40
8.13
ESCALA: 1/250
5.40
7.46
5.40
5.40
6.07
8.10
2.17
6.50
5.40
FLOORPLAN PLANTA 2 - ZONA EXPOSITIVA
0
MUSIC
PAINTING AND SCULPTURE
DANCE
LITERATURE AND POETRY
ARCHITECTURE
PHOTOGRAPHY AND CINEMA
Soundproof rehearsal cabin
Doubled high Wide atelier Taller with northern light and living area facing south light.
Wide space with soft warm south light.
Space surrounding a central patio.
Atelier for modelling with shaded light by a jalousie.
Obscure room with natural ventilation for revealing photgraphy liquids.
CREATIVE CELLS
LONG SECTION
9.57
8.28
5.40
5.40
5.40
5.40
5.40
5.40
5.40
[ NEW EUROPE ACADEMY [] NUEVA ACADEMIA DE EUROPA
ESCALA: 1/ 750
11
COMPOSICIÓN ARTIST’S FLOORPLAN: COMPOSITION DIAGRAM
UNAN ARTISTA ENTHE EL TEJADO ARTIST ON ROOF
URBANVIVIENDAS SOUTH ELEVATION
=
MÚSICA MUSIC
PINTURA Y ESCULTURA PAINTING AND SCULPTURE
DANZA DANCE
LITERATURA Y POESÍA LITERATURE
ARQUITECTURA ARCHITECTURE
FOTOGRAFÍA Y CINE PHOTOGRAPHY =
=
NÚCLEOS DE COMMUNICATION CORES COMUNICACIÓN
ZONAS COMUNES COMMON SPACES
LUCERNARIOS SKYLIGHTS
VOLÚMENES SOBRESALIENTES
ALZADO SUR
12
ARQUITECTURA ARCHITECTURE
5.40
5.40
5.40
5.40
5.40
5.40
5.40
8.13
7.59
ESCALA: 1/250
5.10
7.61
5.40
5.40
6.07
8.10
2.17
6.50
5.40
PLANTA 3-VIVIENDASARTISTâ&#x20AC;&#x2122;S Y TALLERESFLOORPLAN
ESCALA: 1 / 250
[ NEW EUROPE ACADEMY [] NUEVA ACADEMIA DE EUROPA UNAN ARTISTA ENTHE EL TEJADO ARTIST ON ROOF
12
ARQUITECTURA ELEVATION ALZADO ESTE
EAST
AXONOMETRÍA AXONOMETRY 13
VOLUMETRY
[
]
DESPLEGADA DEL CONJUNTO
NUEVA ACADEMIA DE EUROPA UN ARTISTA EN EL TEJADO
1
VOLUMETRÍA CUBIERTA
09 3
2 4
HAZ
5
7
6
8
ENVÉS
9
11 10 13 12 14
— 15 —
1 LUCERNARIOS DE ZONAS COMUNES 2 LUCERNARIOS ZONA PÚBLICA 3 ENVOLVENTE DE LAMAS DE GRANITO 4 CUBIERTA 5 VIVIENDAS + TALLERES 6 TALLERES A DOBLE ALTURA 7 ZONAS COMUNES PARA ARTISTAS 8 CERRAMIENTO DOBLE DE VIDRIO 9 AUDITORIO 10 HALL CENTRAL 11 NÚCLEOS DE COMUNICACIÓN 12 GRADERÍO ZONA DE LECTURA 13 MEDIATECA 14 ZONAS DE COWORKING
[ NEW EUROPE ACADEMY [ [ ] AN ARTIST THE ROOF NUEVA ACADEMIA DEONEUROPA
UN ARTISTA EN EL TEJADO
1
CONSTRUCTION
CONSTRUCCIÓN
14
GRANITE FAÇADE
ENVOLVENTE EXTERIOR DE GRANITO: AXONOMETRÍA
2 3 4 5 6 7 8
DE MAQUETA 3DIMAGEN PRINTED MODEL
La Nueva Academia de Europa contará con una envolvente exterior compuesta por un aplacado de granito, que cumplirá con las siguientes funciones: - Dotará de un caracter más masivo a la cubierta (privada) en contraposición con el ámbito público.
9
- Acentuará su presencia dentro de Madrid río y establecerá un diálogo matérico con el y con los edificos presentes no sólo a lo largo de este, si no con la cornisa monumental de Madrid 9.57 - Arrojará sombra en el interior del ámbito público y protegerá del sol en las zonas comunes del ámbito privado a modo de lamas que se abaten para permitir las vistas. -Facilitará la inercia térmica del edificio, mejorando la temperatura interior y suavizando el diferencial térmico de 3ºC por la proximidad al río.
10 11
1. TUBO 60 x 30 e: 3,6mm 2. PERFIL METÁLICO DE ACERO “L” 25x 25 e: 3 mm 3. PERFIL DE ACERO EXTRUIDO 90x90 e: 5 mm 4. BANDA PROTECTORA DE NEOPRENO 5. TUBO ACERO 100 x 100 e: 5,9mm 6. APLACADO DE GRANITO 45 X 581 cm e: 5 cm 7. PERFIL METÁLICO HEB 300 8. PERFIL METÁLICO HEB 100 9. TUBO ACERO 80 x 56 e: 3,6 mm 10. TUBO ACERO 90 x 45 e: 4,5 mm 11. CHAPA METÁLICA CORRIDA CON DISCONTINUIDADES ancho28 cm e: 5mm — 37 —
8.28
URBAN 3D MODEL
FAÇADE CONSTRUCTIVE DETAIL - PLAN
ENVÉS
HAZ
— 14 —
E: 1/15
— 40 —
DOUBLE WHITE FOAM BOARD WITH ACETATE
SECTION DIAGRAM
DOUBLE WHITE FOAM BOARD WITH ACETATE
ENVÉS
CONSTRUCTIVE SECTION
MODELS: EVOLUTION
HAZ
ZONA EXPOSITIVA EXHIBITION AREA HALL HALL
ENVÉS — 14 —
MEDIATECA MEDIA LIBRARY AUDITORIO AUDITORIUM HAZ
CO-WORKING AREA ZONA CO-WORKING VIVIENDAS + TALLERES DWELLING + ATELIERS
3D PRINTED MODEL
— 14 —
] [ NEW [[EUROPE ACADEMY [ ] NUEVA ACADEMIA DE EUROPA UN ARTISTA EN EL TEJADO
ESCALA: 1 / 75
CONSTRUCCIÓN
AN ARTIST ON THE ROOF NUEVA ACADEMIA DE EUROPA
SECCIÓN LONGITUDINAL
UN ARTISTA EN EL TEJADO
ESCALA: 1 / 75
CONSTRUCCIÓN SECCIÓN LONGITUDINAL
9.57
8.28
5.40
5.40
5.40
5.40
5.40
5.40
5.40
9.57
8.28
5.40
5.40
5.40
5.40
5.40
5.40
5.40
14 14
[
]
NUEVA ACADEMIA DE EUROPA UN ARTISTA EN EL TEJADO
14 CONSTRUCTION CONSTRUCCIÓN
AXONOMETRÍA ENVOLVENTE
AXONOMETRY
D.1
D.2
D.3
D.3
D.4
D.5
EXHIBITION AREA D.4
D.6
D.2
D.5
D.1
ENTRANCE
D.6
URBAN AXONOMETRY STRUCTURE
— 13 —
3 MAIN CORES RECEIVE QUE THE LOADS AND SUSTAIN THE APOYOS PRINCIPALES RECOGEN LAS CARGAS Y STRUCTURAL GRARE FROM ITS SUPERIOR EDGESUPERIOR IN ORDER SUJETAN EL EMPARRILLADO DESDE SU CANTO TO REDUCE MOMENTS AND OPTIMIZING THE STRUCTURE PARA REDUCIR MOMENTOS Y OPTIMIZAR LA ESTRUCTURA.
MAIN STRUCTURE IS REGULARIZED AS MUCHREGULARIZADA POSSIBLE AND ESTRUCTURA PRINCIPAL LO MÁXIMAMENTE CONSTITUTED PRINCIPALLY BY STEEL BEAMS HEB300 POSIBLE Y CONSTITUIDA PRINCIPALMENTE POR VIGAS METÁLICAS DE ACERO HEB300
SECONDARY STRUCTURE HELPS TO REDUCE DISTANCES LA ESTRUCTURA SECUNDARIA AYUDA A REDUCIR LUCES WERE NECESSARY ANDYBETTER DISTRIBURE DONDE SEA NECESARIO A REPARTIR MEJOR THE LAS LOADS CARGAS
LATERAL SIDE OF THE CANTILIVER IS STIFFED, UTILIZING SE RIGIDIZA LO IN MÁXIMO EL CANTO DETO LA REDUCE ESTRUCTURA, BLIND AREAS THE FAÇADE, SO AS THE APROVECHANDO LAS ZONAS DEEDGES FACHADA CIEGAS, PARA DESCENT ON REDUCIR AL MÍNIMO LA FLECHA DE LOS VOLADIZOS
DIAGONALS ARE INTRODUCED ALL OVER THE STRUCTURE SE INTRODUCEN DIAGONALES POR TODA LABEHAVE ESTRUCTURA EXCEPT IN CORRIDORS, WHERE BEAMS AS EXCEPTO EN LOS PASOS DONDE SE PRODUCE UN VIERENDEEL COMPORTAMIENTO DE VIGAS VIERENDEEL
ADITIONAL ATELIER VOLUMES ARE HANGED UP, SE DESCUELGAN VOLÚMENES LOSLIBERATE TALLERES, TRIANGULATED IN LOS ORDER TO BRACEDE AND THE TRIANGULADOS PARA ARRIOSTRAR Y PARA LIBERAR LOS CORRIDORS IN THE SUPERIOR LEVEL. PASOS A NIVEL EN EL NIVEL SUPERIOR.
ARTIST’S DWELLING: OLAFUR ELIASSON (2016)
AXONOMETRY
L’ALBUFERA - VALENCIA
PROTECTIVE SLAT
WALKABLE ROOF
1 CIRCULAR PILLARS FOREST
SERVICE CORES
2
TRANSLUCENT GLASS
TRANSPARENT GLASS
3
PB D
C
B
A
SECTIONS
A
B
C
EXTERIOR VIEW ROOF / INNER SPACE
D
TERRACE / INNER SPACE
1
ROOMS / SERVICE CORES / LIVINGROOMS
FULL DIAGRAM
2
3
MODELS
CONSTRUCTIVE SECTION
DEUTSCHE ARCHITEKTUR INSTITUT
URBAN CONTEXT
UG 1/200
UG DAUENG RASUTELLUNG WECHSELAUSTELLUNG FOYER GARDEROBE CAFE RESTAURANT KÃ&#x153;CHE
NORTH ELEVATION
ANSICHT NORD 1/200
URBAN PLAN
SECTION DIAGRAMAS
REINFORED CONCRETE THERMAL INSULATION 180 mm FASTENING BOLT AIR CHAMBER 7mm
OFFICES
PRECAST CONCRETE SLAB WITH TEXTURE
LIBRARY
OFFICES
AUDITORIUM
EXHIBITION AREA
RESTAURANT
NORTH LIGHT
CONCRETE SLAB 300mm SLOPE CONCRETE VAPOR BARRIER THERMAL INSULATION 120mm
SOUTH LIGHT
WATERPROOF LAYER CERAMIC FLOOR TILE
DETAIL 1/20
SOUTH ELEVATION
ANSICHT SÃ&#x153;D 1/200
FLOORPLANS
LONG SECTION
0
1
FLOORPLANS
TRANSVERSAL SECTION
2
3
AXONOMETRY INSIDE VIEWS
CONCRETE STRUCTURAL GRATE / SKYLIGHTS
WALKABLE RUNWAYS
AUDITORIUM
GRC FAÇADE
EG 1/200
1OG 1/200
EXHIBITON AREA HALL
UG 1/200
AUDITORIUM ENTRANCE UG DAUENG RASUTELLUNG WECHSELAUSTELLUNG FOYER GARDEROBE CAFE RESTAURANT KÜCHE
EG FOYER GARDEROBE SHOP AUDITORIUM HAUPTHALLE
BRISE SOLEIL FAÇADE
EXHIBITION AREA
RESTAURANT/ CAFE
1OG SEMINARRAÜME GARDEROBE
1 2 3 4 5 6 7 8
FA02-1 1112 13 9 10
FA02-3
1415
16
FA02-4
3
17
18 19 20 21 22 23 24
1_ PERFIL EN T DE SUJECCIÓN DE MURO CORTINA TRADICIONAL T, CON TRIPLE VIDRIO CON ROTURA DE EN PUENTE TÉRMICO.CORTIZO VIDRIO BAJO EMISIVO CON CÁMARA DE ARGÓN 2_ BAJODEEMISIVO. CON VIDRIO CELOSÍATRIPLE DE TUBOS ALUMINIO POR SCHÜCO. MÓDULOS QUE SE DESUELGAN DE LOS 3_SISTEMA DE ANCLAJE DE MONTANTE FORJADOS MEDIANTE CABLES DE ACERO VERTICAL A CANTO DE FORJADO INOXIDABLES ATIRANTADOS. 4_AISLAMIENTO TÉRMICO E=30mm 5_PLANCHA METÁLICO DE ACERO FORJADO DE CHAPA COLABORANTE E=2mm 6_AISLAMIENTO TÉRMICO E=30mm 7_PERFIL IPNTRANSLÚCIDO DE CANTODEVARIABLE MURO CORTINA GRP (RESINA DE 8_PERFIL ACERO IPN320 POLIESTER) CON NÚCLEO AISLANTE DE AEROGEL. 9_CELOSÍA EN BASE A PERFILES TUBULARES DE ALUMINIO MURO PANTALLA DE HORMIGÓN 10_CABLE DE ACERO INOXIDABLE ATIRANTADO Ø10mm 11_PANELES DE AISLAMIENTO ACÚSTICO. E=20mm 12_PERFILERÍA METÁLICA DE SUJECCIÓN DE FALSO TECHO 13_FALSO TECHO PERFILES TUBULARES METÁLICOS CUADRADOS 80mm 14_CAJETÍN PASANTE DE CABLE ATIRANTADO DE ACERO INOXIDABLE E=8mm 15_PERFIL EN L DE ACERO INOXIDABLE ATORNILLADO E=8mm 16_PASARELA DE MANTENIMIENTO EN BASE A PLANCHA PLEGADA Y PERFORADA DE ACERO INOXIDABLE. E=6mm 17_MÉNSULA SOPORTE DE PASARELA DE MANTENIMIENTO DE ACERO INOXIDABLE. 18_ACABADO DE GRES PORCELÁNICO GRIS MATE E=12mm 19_MORTERO DE APLICACIÓN 20_CAPA DE NIVELACIÓN DE HORMIGÓN 21_MALLAZO DE REPARTO 22_FORJADO DE CHAPA COLABORANTE 23_CHAPA DE ALUMINIO 24_AISLAMIENTO TÉRMICO E=30mm 25_CHAPA DE ACERO INOX SOLDADA DE SUJECCIÓN DE CELOSÍA.
FA02-PLANTA
2
16
17
15 14 9 25 8
INSTITUTO DE ARQUITECTURA ALEMÁN
FA02
NIK
EFTEKHAR
FACHADAS
OLIVO
Nº
exp:
11128
CONSTRUCTION PROJECT Curso 2016 - 2015 - Semestre de invierno (2016-2017) Departamento de construcción y tecnología arquitectónica
Proyecto de Construcción _ prof. Santiago de de Dios López
12 3
4
567 8
9 10
11
1213
14
15
16 17 18 19
20 21 22 23
24
CU01- TRANSVERSAL
25 13 26 4 7 14 15
CU01- LONGITUDINAL
1_RECUBRIMIENTO DE ACERO INOXIDABLE E=2mm 2_CANALÓN METÁLICO 3_SOPORTE PARA CANALÓN 4_BANDEJA KALZIP® 5_FIJACIÓN DEL REMATE DE ESQUINA 6_RELLENO P.C. SISTEMA DE DE LUCERNARIOS EN BASE A UN 7_CLIP DE POLIAMIDA CONDENÚCLEO EMPARRILLADO ESTRUCTURAL HORMIGÓNDE CON ACERO COLECTORES Y PANELES SOLARES 8_REMATE DE ESQUINA 9_SUBESTRUCTURA DE SUJECCIÓN PARA MÓDULO FOTOVOLTAICO SOLAR CLAD 10_BANDEJA METÁLICA BASE PARA PANEL SOLAR FOTOVOLTAICO 11_PANEL SOLAR FOTOVOLTAICO 12_BANDEJA KALZIP® 13_AISLAMIENTO KALZIP ® 14_PANEL BASE 15_BARRERA DE VAPOR KALZIP® 16_RECUBRIMIENTO DE ACERO INOXIDABLE E=2mm 17_MONTANTE METÁLICO SECCIÓN CUADRADA 18_PLACA DE ANCLAJE DE MONTANTE 19_AISLAMIENTO TÉRMICO E=12cm 20_CANALÓN DE ACERO INOXIDABLE. ANCHO=44cm 21_CERRAMIENTO TRANSLÚCIDO KALWALL® (NÚCLEO AISLANTE DE AEROGEL) 22_ACABADO DE LÁMINA DE ALUMINIO PROTECTORA. E=5mm 23_AISLAMIENTO TÉRMICO E=60mm FORJADO DE HORMIGÓN DE CASETONES 24_CRUCETA DE ANCLAJE EN BASE A RECUPERABLES PERFILES UPN360. 25_REMATE DE CUMBRERA CIMENTACIÓN PORDE LOSA DE COMPENSACIÓN. 26_RECIBIDO ARMADURA Ø20
INSTITUTO DE ARQUITECTURA ALEMÁN
CU01
NIK
EFTEKHAR
CUBIERTAS
OLIVO
Nº
exp:
11128
CONSTRUCTION PROJECT Curso 2016 - 2015 - Semestre de invierno (2016-2017) Departamento de construcción y tecnología arquitectónica
Proyecto de Construcción _ prof. Santiago de de Dios López
1_ PANEL PREFABRICADO DE GRC PROYECTADO (GLASS REINCORCED CONCRETE) E= 15mm 2_BASTIDOR ACERO GALVANIZADO. TUBO SECCIÓN CUADRADA 3_PERFIL EN "L" DE SUJECCIÓN DE MONTANTES 4_AISLAMIENTO TÉRMICO DE CÉLULA CERRADA. 5_LÁMINA IMPERMEABILIZANTE 6_HORMIGÓN ARMADO 7_AISLAMIENTO TÉRMICO CÉLULA ABIERTA E=70mm 8_SISTEMA DE CERRAMIENTO TRANSLÚCIDO KALWALL® 9_CANALÓN METÁLICO CON AISLAMIENTO TÉRMICO 10_BARRERA DE VAPOR
CU02-1
CU02-2
1
2
3
4
5
6
7
1 2 4 5 6
9
INSTITUTO DE ARQUITECTURA ALEMÁN
CU02
CUBIERTAS
10
NIK
EFTEKHAR
OLIVO
Nº
exp:
11128
CONSTRUCTION PROJECT Curso 2016 - 2015 - Semestre de invierno (2016-2017) Departamento de construcción y tecnología arquitectónica
Proyecto de Construcción _ prof. Santiago de de Dios López
8
CU02-1
CU02-2
DE04-1
1
DE04-PLANTA 2 25 26
2 3 4
27 5 3
5 6
7 8 9 10
2 3 12 11 15 5
11 12
DE04-2 13 14
2 3 5 28 29 30
31
DE04-3 15
1_CHAPA DE ACABADO DE ALUMNIO E=3mm 2_POLICARBONATO TRANSLÚCIDO POLYGAL E=8mm 3_TRAVESAÑO METÁLICO DE SECCIÓN CUADRADA E=3mm 4_MONTANTE METÁLICO DE SECCIÓN CUADRADA E=3mm 5_LUZ LED VERTICAL LONGITUD VARIABLE 6_TUBO ATIRANTADO ACERO SECCIÓN CIRCULAR MACIZA Ø82mm 7_PERFIL METÁLICO L SUJECCIÓN DE MONTANTES 8_PLACA DE ANCLAJE SOLDADA COMPUESTA POR RIGIDIZADORES METÁLICOS 9_VIGA METÁLICA HEB300 10_PLACA PROTECTORA DE ACERO E=8mm 11_SISTEMA DE ARRIOSTRAMIENTO 12_TRASDOSADO AUTOPORTANTE CON MONTANTE. PLADUR 13_AISLAMIENTO ACÚSTICO E=20mm 14_SISTEMA MODULAR DE FALSO TECHO E=80mm 15_ACABADO INTERIOR DE LAMAS DE MADERA 16_TABLERO MDF E=50mm 17_AISLAMIENTO ACÚSTICO E=50mm 18_SUBESTRUCTURA DE PLOTS INTERCONECTADOS 19_PERFIL "L" 100 20_VIGA METÁLICA HEB240 21_VIGA METÁLICA IPN200 22_MONTANTE CERCHA 2UPN140 23_PLACA METÁLICA ATORNILLADA DE UNIÓN DE MONTANTES 24_LUZ LED 25_PERFIL DE SUJECCIÓN METÁLICO EN"L" 26_TORNILLO DE SUJECCIÓN 27_SISTEMA DE UNIÓN DE POLICARBONATO TRANSLÚCIDO PARA LÁMINAS POLYGAL. 28_PANEL MDF E=20mm 29_SISTEMA DE ANCLAJE METÁLICO 30_PETO DE HORMIGÓN ARMADO 31_LÁMINA DE NEOPRENO E=30mm
5
16 17 18
19 20 21
DE04-5 DE04-4 22
DE04-6
INSTITUTO DE ARQUITECTURA ALEMÁN
DE04 DETALLES DE ENCUENTROS
NIK 23 24
EFTEKHAR
OLIVO
Nº
exp:
11128
CONSTRUCTION PROJECT Curso 2016 - 2015 - Semestre de invierno (2016-2017) Departamento de construcción y tecnología arquitectónica
Proyecto de Construcción _ prof. Santiago de de Dios López