CV 18-19 17-18 14-15 11-16 2012 2011
CV
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Erasmus Scholarship 2014 18-19 ETH Zürich: Master of Studies Spain Madrid, Spain can only be achieved through teamwork, between collaborators can and only Madrid, be achieved through NIK teamwork, between collaborators and ETH Zürich: Master of Adv. Adv. Studies in in Digital Digital Fabrication Fabrication (MAS (MAS DFab) DFab) 18-19 EFTEKHAR OLIVO clients. Within my qualities stand out pragmatism, proactivity, fastclients. Within my qualities stand H out pragmatism, proactivity, fastNIK EFTEKHAR OLIVO National ID: 47216051 National ID: 47216051 H Secondary School Honorific Diploma (Madrid) 2009 17-18 2D UPM /ETSAM Master in Architecture (M.Arch) 2D Drawing Drawing UPM /ETSAM - Master in Architecture (M.Arch) 17-18 learning and organisation. and organisation. Personally I believe that architecture is learning the materialization of Class B Driving license: Driving license: Class B scholarship EDUCATION SOFTWARE SKILLS nik.eftekhar.olivo@gmail.com Personally I believe that architecture is the materialization of T.U. Darmstadt (Frankfurt) Erasmus 14-15 T.U. Darmstadt (Frankfurt) Erasmus scholarship 14-15 a process where critic reflection, highly creative design and Autocad nik.eftekhar.olivo@gmail.com NIK EFTEKHAR OLIVO Autocad a process where critic reflection, highly creative design (0034) 680 27 70 57and 18-19 ETH Master of Adv. Studies Digital Fabrication DFab) PAPERS multidisciplinar knowledge converge, being able to Zürich: outcome an (B.Arch) UPM /in ETSAM - Graduate Graduate in (MAS Architecture 11-16 (B.Arch) UPM / ETSAM in Architecture 11-16 (0034) 680 27 70 57 multidisciplinar knowledge converge, being able to outcome an - 26 y.o. of (M.Arch) aesthetic solution to different Personally scales17-18 of a Ispecific problematic. This- Master believe that architecture is19.11.1993 the materialization - Large-scale 3DP for2D Functionally 2020 Drawing Graded Façade Rhinoceros UPM /ETSAM inproblematic. Architecture Professional Music Grade Cello) 2012 19.11.1993 26 y.o. (specialty: nik.eftekhar.olivo@gmail.com aesthetic different scales a Madrid, specific This Professional Music-CAADRIA Grade (specialty: Cello) 2012 EDUCATION EDUCATION SOFTWARE SKILLS SOFTWARE SKILLS Rhinoceros Spain can only be achieved through teamwork, between collaborators and of a processsolution where to critic reflection, highly creative design and T.U. Darmstadt (Frankfurt) Erasmus scholarship 14-15 Madrid, Spain can only be achieved through teamwork, between collaborators and (0034) 680 27 70 57 Chelsea College of Arts Arts and and Design Design Prefoundation Prefoundation Courses: 2011 clients. Within myFabrication qualities stand out pragmatism, proactivity, fast-in being multidisciplinar knowledge converge, able to an Chelsea College Courses: 2011 Autocad National ID:outcome 47216051 H(MAS ETH Zürich: Master of Adv. Studies in18-19 Digital ETH Zürich: Master of Adv. Studies Digital Fabrication (MAS DFab) DFab) of clients. Within myUPM qualities stand out-of pragmatism, proactivity, fastNational ID: 47216051 H Painting, Drawing, Portfolio prep. CONTESTS 19.11.1993 -PRIZES/ 26 y.o. / ETSAM Graduate in Architecture 11-16 (B.Arch) learning and organisation. aesthetic solution to different scales a Driving specific license: problematic. Archicad Photography, Graphic Design, ClassThis B Archicad Photography, Graphic Design, Painting, Drawing, Portfolio prep. 2D Drawing 2DB Drawing UPM /ETSAM - Master in Architecture (M.Arch)UPM /ETSAM - Master inthrough Architecture (M.Arch) 17-18 learning and organisation. Driving license: Class Madrid, Spain can only be achieved teamwork, between collaborators and First prize - Logo Design Contest of MUDI master(ETSAM-UPM) 2016 Professional Music Grade (specialty: Cello) 2012 Rhinoceros T.U. Darmstadt (Frankfurt) - Erasmus scholarship T.U. Darmstadt (Frankfurt) Erasmus scholarship 14-15 clients. Within my qualities stand Autocad out pragmatism, proactivity, fastNational ID: 47216051 Autocad H Revit Chelsea College of (B.Arch) Arts and Design Prefoundation Courses: Revit SKILL COURSES learning and organisation. SKILL -UP -UP COURSES Driving license: Class B UPM / ETSAM - Graduate in Architecture UPM / ETSAM -2011 Graduate in Architecture 11-16(B.Arch)
Photoshop InDesign
ROBOTIC FABRICATION
AffterEffects Premiere Pro
3D_Modelling Rhinoceros Maya
3dsMax EDUCATION SOFTWARE SKILLSDrawing, EXPERIENCE Archicad Photography, Graphic Design, DAETSAM Painting, Portfolio prep. courses: Revit Advanced 2017 EDUCATION SOFTWARE SKILLS DAETSAM courses: Revit Advanced 2017 Professional Music Grade (specialty: Cello) Professional Music Grade (specialty: Cello) 2012 Rhinoceros ResearchRhinoceros at GKR ETH (Zürich) 2020 ETH Zürich: Master of Adv. Studies in Digital Fabrication (MAS DFab) 18-19 DAETSAM courses: Revit and andAssistant Web Design Design 2016 (MAS Graphic_Design Revit ETH Zürich: Master of Adv. Studies in Design Digital Fabrication 18-19 DFab) Graphic_Design DAETSAM courses: Revit Web 2016 Chelsea College of Arts and Design Prefoundation Chelsea Courses: College of Arts and Prefoundation Courses: 2011 (October 2019 - July 2020) Mesh Mould 2D Drawing UPM /ETSAM - MasterEDUCATION in Architecture (M.Arch) 17-18 Revit Project SOFTWARE SKILLS SKILL -UP COURSES DAETSAM courses: ArchiCad and Adobe Illustrator 2014 2DStudent Drawing UPM /ETSAM - Master in Architecture 17-18 DAETSAM ArchiCad and Adobe Illustrator 2014 Portfolio Archicad Archicad Photography, Design, Painting, Drawing, Photography, Portfolio prep. Graphic Design, (M.Arch) Painting, Drawing, prep.courses: Photoshop Assistant GKR and DBT ETH (1.7 - 30.9) 2019 14-15 Graphic T.U. Darmstadt (Frankfurt) - Erasmus scholarship Photoshop Archicad ETH Zürich: Master of Adv. in Digital Fabrication 18-19 (MAS DFab) DAETSAM courses: Revit Advanced 2017 Studies Autocad Architecture modelling course course 3DsMax 3DsMax certified certified by by IAESTE IAESTE 2014 14-15 T.U. Darmstadt (Frankfurt) - Erasmus scholarship Architecture modelling 2014 Autocad FEM arquitectura (Madrid) (1.4 30.6) 2018 NIK EFTEKHAR OLIVO (B.Arch) 11-16 UPM / ETSAM 17-18 - Graduate in/ETSAM Architecture NIK EFTEKHAR OLIVO 2D Drawing UPM Master in Architecture (M.Arch) DAETSAM courses: and Web Design 2016 DAETSAM courses: Photoshop and 3DsMax Graphic_Design 2013 Revit Revit (B.Arch) 11-16 UPM / ETSAM Graduate in Architecture DAETSAM courses: Photoshop and 2013 SKILL -UP SKILL- -UP COURSES InDesign Internship inRevit SWP3DsMax Architekten (Hamburg) (1.7 - 28.8) 2014 InDesign Digital_Fabrication 2012COURSES Professional Music Grade Personally I believe that(specialty: architecture Cello) is(Frankfurt) the materialization of Rhinoceros 14-15 T.U. Darmstadt Erasmus scholarship DAETSAM courses: ArchiCad and Adobe Illustrator 2014 Personally I believeProfessional that architecture is the materialization of 2012 Music Grade (specialty: Cello) nik.eftekhar.olivo@gmail.com Autocad DAETSAM courses: Revit Advanced DAETSAM courses: Revit Advanced 2017 2017 Rhinoceros Photoshop a process where critic reflection, highly creative design and nik.eftekhar.olivo@gmail.com 2011 ChelseaaCollege of Arts and Designhighly Prefoundation Courses: Grasshopper process where critic reflection, design and (B.Arch) 11-16 UPM / ETSAM -being Graduate in Architecture Architecture modelling course DIPLOMS 3DsMax certified by IAESTE 2014 (0034) 680 57 // SCHOLARSHIPS Illustrator 2011 Chelsea College ofcreative Arts Design Prefoundation multidisciplinar knowledge able toand outcome an DIPLOMS SCHOLARSHIPS Graphic_Design Graphic_Design DAETSAM courses: Revit and Graphic Web Design DAETSAM courses: Revit and Web Design 2016 2016 converge, (0034) 680 27 27 70 70 Courses: 57 Archicad Illustrator EXHIBITIONS multidisciplinar knowledge converge, being able to outcome an Photography, Design, Painting, Drawing, Portfolio prep. 19.11.1993 -- 26 y.o. Music Grade Cello) aesthetic2012 solution toProfessional different scales of a specific problematic. This DAETSAM courses: Photoshop and 3DsMax 2013(specialty: Rhinoceros Norman Foster Atelier 19.11.1993 26Portfolio y.o.2019 Archicad Design, Painting, Drawing, InDesign Festival - Riom, CH aestheticand solution toPhotography, different scales ofGraphic a specific problematic. This Norman Foster Foundation - Robotics Robotics Atelier 2019 prep. DAETSAM courses: ArchiCad Adobe Illustrator DAETSAM courses: ArchiCad and Adobe Illustrator 2014 2014 Scenography for Origen Culture Summer 2019 Foundation Processing Madrid, Spain can only be achievedChelsea through teamwork, between collaborators and Prefoundation Photoshop Photoshop 2011 College of Arts and Design Madrid, Spain Courses: AffterEffects can only be achieved through teamwork, between collaborators and Erasmus Scholarship 2014 AffterEffects Erasmus Scholarship 2014 Architecture modelling course 3DsMax certified by IAESTE modelling course 3DsMax certified by IAESTE 2014 2014 “Up sticks” Victoria and Albert Museum Dundee UK 2019 clients. Within my qualities standArchitecture out pragmatism, proactivity, fastNational ID: 47216051 H Revit SKILL -UP COURSES clients. Within my qualities stand out pragmatism, proactivity,Painting, fastNational ID: 47216051 H prep. Archicad Photography, Graphic Design, Drawing, Portfolio DIPLOMS / SCHOLARSHIPS Revit Labor: Secondary School Diploma (Madrid) 2009 learning and organisation. SKILL -UP COURSES COMPAS Secondary 2019 School Honorific Honorific Diploma (Madrid) 2009 Driving license: Class B Design Material + TechnikIllustrator - Museum für Gestaltung Zürich DAETSAM Photoshop and 3DsMax DAETSAM courses: Photoshop and 3DsMax 2013 2013 learning and organisation. InDesign InDesign Driving license: Class B 2017courses: DAETSAM courses: Revit Advanced Premiere Pro Pro Norman Foster Foundation Robotics Atelier 2019 Premiere 2017 DAETSAM courses: Revit Advanced Revit Graphic_Design 2016 DAETSAM courses: Revit and-UP WebCOURSES Design AffterEffects SKILL Erasmus 2014 Netfabb PAPERS Graphic_Design 2016 DAETSAM courses: /Revit and Web DesignScholarship LANGUAGES PAPERS DIPLOMS / SCHOLARSHIPS DIPLOMS SCHOLARSHIPS Illustrator Illustrator 2014 DAETSAM courses: ArchiCad and Adobe Illustrator EDUCATION SOFTWARE SKILLS 2017 DAETSAM courses: Revit Advanced Secondary School Honorific Diploma (Madrid) 2009 CAADRIA -- Large-scale Large-scale 3DP for for Functionally Graded Façade 2020 3D_Modelling Photoshop DAETSAM courses:Foster ArchiCad and Adobe Illustrator EDUCATION SOFTWARE SKILLS English (C1.2) (IELTS-2011; CAEFaçade - C1 -2010; First FCE-2009 ) 3D_Modelling CAADRIA 3DP Functionally Graded 2020 Norman FosterArchitecture Foundationmodelling -2014 Robotics Atelier3DsMax Norman Foundation - Robotics Atelier 2019 2019 Photoshop Premiere Pro 2014 course certified by IAESTE 18-19 (MAS DFab) ETH Zürich: Master of Adv. Studies in Digital Fabrication Graphic_Design 2016 DAETSAM courses: Revitcourse and Web Design Rhinoceros German (B2.4) (G.Z. B2-2017; UNIcert II B2-2015; G. Z. A2-2014) Programming 2014 Architecture modelling 3DsMax certified by IAESTE 18-19 (MAS DFab) ETH Zürich: Master of Adv. Studies in Digital Fabrication AffterEffects AffterEffects Rhinoceros Erasmus Scholarship Erasmus Scholarship 2014 2014 and 2013 DAETSAM courses: Photoshop 3DsMax UPM /ETSAM Master in Architecture (M.Arch) 17-18 2D Drawing 2014 DAETSAM courses: ArchiCad and Adobe Illustrator PAPERS InDesign PRIZES/ CONTESTS Italian (A2) 2013 DAETSAM courses: Photoshop and 3DsMax UPM /ETSAM - Master in Architecture Drawing Python PRIZES/ CONTESTS School Honorific Diploma (Madrid) Secondary School Honorific Diploma2D (Madrid) 200917-18Secondary 2009 (M.Arch) Photoshop InDesign NIK EFTEKHAR OLIVO 14-15 T.U. scholarship 2014-- Erasmus Architecture modelling2020 course 3DsMax by Maya CAADRIAcertified - Large-scale 3DP for Functionally Graded Façade 3D_Modelling Premiere ProIAESTE Premiere ProMUDI First prize -- Logo Logo Design Contest of MUDI master(ETSAM-UPM) master(ETSAM-UPM) 2016 Spanish (Native) Maya 14-15 T.U. Darmstadt Darmstadt (Frankfurt) (Frankfurt) Erasmus scholarship Autocad First prize Design Contest of 2016 Autocad Illustrator Personally I believe that/ ETSAM architecture is the/ SCHOLARSHIPS materialization of DIPLOMS (B.Arch) 11-16 UPM Graduate in Architecture 2013 DAETSAM Photoshop and 3DsMax Rhinoceros Office nik.eftekhar.olivo@gmail.com InDesign DIPLOMS /courses: SCHOLARSHIPS (B.Arch) 11-16where UPM /reflection, ETSAM --highly Graduate indesign Architecture Illustrator PAPERS PAPERS a process critic creative and 2019 Norman Foster Foundation - Robotics Atelier 3dsMax 2012 Professional Music Grade (specialty: Cello) 3dsMax (0034) 680 27 70 57 PRIZES/ CONTESTS ARTISTIC SKILLS Rhinoceros PPW EXPERIENCE multidisciplinar knowledge being3DP able for to outcome an Cello) 2019 Norman FosterFaçade Foundation - Robotics Atelier Professional Music Grade (specialty: EXPERIENCE 3D_Modelling - converge, Large-scale Functionally Graded CAADRIA - Large-scale 3DP for3D_Modelling Functionally Graded Façade 20202012CAADRIA 2020 Rhinoceros AffterEffects 2014 Erasmus Scholarship 19.11.1993 - 26 y.o. Maya aesthetic solution to different scales of a of specific problematic. This 2011 Chelsea College Arts and Design Prefoundation Courses: DIPLOMS / SCHOLARSHIPS First prize Logo Design Contest of MUDI master(ETSAM-UPM) 2016 Illustrator Cello playing (Allegro orchestra) Research Assistant at GKR ETH (Zürich) 2020 AffterEffects 2014 Erasmus Scholarship 2011 Chelsea Collegebetween of Arts and Design Prefoundation Courses: Research Assistant at GKR Rhinoceros ETH (Zürich) Rhinoceros 2020 Revit Madrid, Spain can only be achieved through teamwork, collaborators and 2009 Secondary School Diploma (Madrid) Revit Excell Photography, Graphic Painting, Drawing, Portfolio prep. 2019Honorific Norman Foster Foundation - Robotics Atelier Archicad Drawing, painting, architecture (October 2019 July 2020) Mesh Mould Project model building Archicad 2009 Secondary School Honorific Diploma (Madrid) Photography, Graphic Design, Design, Painting, Drawing, Portfolio prep. (October 2019 July 2020) Mesh Mould Project clients. Within my qualities stand out pragmatism, proactivity, fastPRIZES/ CONTESTS PRIZES/ CONTESTS National ID: 47216051 H Premiere Pro 3dsMax AffterEffects 2014 Erasmus Scholarship Photography digital and analogic Premiere Pro EXPERIENCE learning organisation. Student ETH 2019 Maya Driving B Design Student Assistant Assistant GKR GKR and and DBT DBT ETH (1.7 (1.7 -- 30.9) 30.9) 2019 prize - Logo Design Contest of MUDI Firstlicense: prizeClass - Logo Contest ofMaya MUDI master(ETSAM-UPM) 2016 andFirst 2016master(ETSAM-UPM) Archicad Word Archicad Revit PAPERS SKILL -UP COURSES 2009 Secondary School Honorific Diploma (Madrid) Research Assistant at GKR ETH (Zürich) 2020 Revit FEM arquitectura (Madrid) (1.4 30.6) 2018 PAPERS SKILL -UP COURSES FEM arquitecturaPremiere (Madrid) (1.4 30.6) 2018 Revit Pro 3D_Modelling 2020 CAADRIA - Large-scale 3DP for Functionally Graded Façade REFERENCES 2017 DAETSAM Advanced 2019 - July 2020) Mould in Project 3dsMax Internship SWP Architekten (Hamburg) 2014 Digital_Fabrication 3D_Modelling CAADRIAEXPERIENCE - Large-scale 3DP for(October Functionally Graded Façade 2017EXPERIENCE DAETSAM courses: courses: Revit Revit 2020 Advanced Digital_Fabrication Wordpress Internship in SWP Architekten3dsMax (Hamburg) (1.7 (1.7 -- 28.8) 28.8) 2014 Mesh Rhinoceros Ammar Mirjan, Hannes Mayer, Fabio Gramazio (GKR) N SOFTWARE SKILLS 2016 DAETSAM courses: Revit and Web Design Graphic_Design PAPERS Student Assistant GKR and DBT ETH (1.7 30.9) 2019 Rhinoceros DAETSAM courses: Revit and Web Design Graphic_Design Archicad Assistant at GKR ETH (Zürich) Research Assistant at GKR ETH (Zürich) 20202016Research 2020 Grasshopper NIK EFTEKHAR OLIVO Grasshopper PRIZES/ CONTESTS Revit : Master of Adv. Studies in Digital Fabrication (MAS DFab) 2014 DAETSAM courses: ArchiCad and Adobe Illustrator 3D_ModellingRevit 2020 CAADRIA - Large-scale2018 3DP forFEM Functionally Graded Façade(1.4 arquitectura (Madrid) 30.6) EXHIBITIONS PRIZES/ CONTESTS 2014(October DAETSAM courses: ArchiCad and Adobe Illustrator EXHIBITIONS Photoshop 2019 July 2020) Mesh Mould Project (October 2019 July 2020) Mesh Mould Project Maya Photoshop tecture is the materialization of 2016 First prize - Logo Design Contest of2D MUDI master(ETSAM-UPM) Drawing M - Master in Architecture (M.Arch) 2014 Architecture modelling course 3DsMax certified by IAESTE Rhinoceros in SWP (Hamburg) 28.8) 2014 Digital_Fabrication Maya Scenography for Culture Summer -- Riom, 2019 nik.eftekhar.olivo@gmail.com Processing 2016 First prize - Logo Design Contest of MUDI master(ETSAM-UPM) 2014 modelling course certified by IAESTE Scenography(1.7 for -Origen Origen Culture Summer Festival Festival Riom, CH CH 2019 Student GKR and DBT ETH3DsMax (1.7 - 30.9) Student Assistant GKRInternship and DBT ETH (1.7Architekten - 30.9) 2019 Processing ion, highly2019 creative designArchitecture andAssistant Archicad Archicad stadt (Frankfurt) Erasmus scholarship 2013 DAETSAM courses: Photoshop and 3DsMax PRIZES/ CONTESTS (0034) 680 27 70 57 “Up sticks” Victoria and Albert Museum Dundee UK 2019 Autocad erge, being able2013 to outcome an InDesign Grasshopper courses: Photoshop and 3DsMax “Up sticks” Victoria and Albert Museum Dundee UK 2019 FEM DAETSAM arquitectura (Madrid) (1.4 30.6) FEM arquitectura (Madrid) (1.4 30.6) 2018 2018 3dsMax InDesign EXPERIENCE Maya 19.11.1993 - 26 y.o. 2016 AM in Architecture (B.Arch) 3dsMax ales-ofGraduate a specific problematic. This First prize - Logo Design Contest of MUDI master(ETSAM-UPM) EXHIBITIONS COMPAS Design + 2019 COMPAS EXPERIENCE Design Labor: Labor: Material MaterialDigital_Fabrication + Technik Technik -- Museum Museum für für Gestaltung Gestaltung Zürich Zürich 2019 Digital_Fabrication Internship in SWP Architekten (Hamburg) (1.7 Internship 28.8) in SWP Architekten (Hamburg) (1.7 28.8) 2014 2014 Madrid, Spain mwork, between collaborators and 2020 Research Assistant at GKR ETH (Zürich) al Music Grade (specialty: Cello) DIPLOMS / SCHOLARSHIPS Scenography for Origen Culture Summer Festival Riom, CH 2019 Rhinoceros Illustrator Processing Revit 2020 Research Assistant at GKR ETH (Zürich)Grasshopper / SCHOLARSHIPS Illustrator out pragmatism, proactivity,DIPLOMS fastNational ID: 47216051 (October 2019 -HJuly 2020) Mesh Mould Project Netfabb ollege of Arts2019 and Design Prefoundation Courses: Norman Foster Foundation -- Robotics Atelier EXPERIENCE “Up sticks” Victoria and Albert Museum Dundee3dsMax -Revit UK Grasshopper 2019 Netfabb LANGUAGES (October 2019 July 2020) Mesh Mould Project 2019 Norman Foster Foundation Robotics Atelier Driving license: Class B LANGUAGES EXHIBITIONS EXHIBITIONS 2019 Student Assistant GKR and DBT ETH (1.7 30.9) Archicad AffterEffects hy, Graphic Design, Painting, Drawing, Portfolio prep. COMPAS 2014 Erasmus Scholarship 2020 Research Assistant at GKR ETH (Zürich) Design Labor: Material + Technik Museum für Gestaltung Zürich 2019 Archicad English (C1.2) (IELTS-2011; CAE C1 -2010; First FCE-2009 ) AffterEffects 2019 Student Assistant andOrigen DBT ETH (1.7 -Summer 30.9) Festival - Riom, Erasmus for Scholarship English CAE - C1 -2010; First FCE-2009 ) Origen Culture Summer Festival - Riom,GKR CHfor Culture CH (C1.2) (IELTS-2011; 20192014Scenography 2019 Revit Processing Processing Archicad 2018 FEM arquitectura (Madrid) (1.4Scenography -2019 30.6) 2009 Secondary School Honorific Diploma (Madrid) (October - July 2020) (1.4 Mesh Mould Project German (B2.4) (G.Z. B2-2017; UNIcert IIII B2-2015; B2-2015; G. G. Z. Z. A2-2014) A2-2014) Programming 2018 FEM arquitectura (Madrid) 30.6) 2009 Secondary School Honorific Diploma (Madrid) Programming German (B2.4) (G.Z. B2-2017; UNIcert “Up sticks” and in Albert Museum “Up -sticks” UKRevit(1.7 - Victoria and Albert Museum Dundee - UK 2019 2019Dundee Premiere Pro Netfabb Digital_Fabrication 2014 - Victoria Internship SWP Architekten (Hamburg) - 28.8) COURSES SOFTWARE SKILLS 2019 Student Assistant GKR and DBT ETH (1.7 30.9) Premiere Pro LANGUAGES Italian (A2) Python Archicad Digital_Fabrication 2014- Museum Internship in SWPLabor: Architekten (Hamburg) (1.7 - 28.8)für Gestaltung COMPAS ItalianZürich (A2) Design Labor: Material + Technik Gestaltung Zürich Material + Technik -COMPAS Museum 2019 2019 für Design Python courses: Revit Advanced ital Fabrication (MAS PAPERS DFab) 2018 FEM arquitectura (Madrid) (1.4 30.6) English (C1.2) (IELTS-2011; CAE C1 -2010; First FCE-2009 ) Grasshopper Spanish (Native) (Native) PAPERS Spanish Grasshopper courses: Revit2020 and Web Design --EXHIBITIONS Graphic_Design 2D Drawing Arch) CAADRIA Large-scale 3DP Graded Façade 3D_Modelling 2014for Internship in SWP Architekten (1.7 - 28.8) German (B2.4) (G.Z. B2-2017; UNIcert IIDigital_Fabrication B2-2015; G. Z. A2-2014) Programming Netfabb Netfabb Office EXHIBITIONS 2020 CAADRIA Large-scale 3DP for Functionally Functionally Graded Façade (Hamburg) 3D_Modelling Office LANGUAGES LANGUAGES 2019 Illustrator Scenography for Origen Culture Summer Festival - Riom, CH Processing courses: ArchiCad and Adobe holarship Rhinoceros Italian (A2) Python ARTISTIC SKILLS PPW Grasshopper Autocad 2019 Scenography for Origen Culture SummerCAE Festival --2010; Riom,First CH FCE-2009 Rhinoceros Photoshop Processing ARTISTIC SKILLS PPW English2019(C1.2) (IELTS-2011; CAE C1 -2010; English First FCE-2009 (C1.2) ) (IELTS-2011; C1 ) “Up sticks” - Victoria and Albert Museum Dundee - UK e modelling course 3DsMax certified by IAESTE (B.Arch) PRIZES/ CONTESTS EXHIBITIONS Spanish (Native) Cello playing (Allegro orchestra) 2019 “Up sticks” Victoria and Albert Museum Dundee UK PRIZES/ CONTESTS Cello playing (Allegro orchestra) Programming Programming German (B2.4) (G.Z. B2-2017; UNIcert II B2-2015; German G. Z.(B2.4) A2-2014) (G.Z. B2-2017; UNIcert II B2-2015; G. Z. A2-2014) COMPAS 2019 Design Labor: Material + Technik - Museum für Culture Gestaltung Zürich Maya courses: Photoshop and 3DsMax o) 2016 First prize - Logo Design Contest of master(ETSAM-UPM) for Origen Summer Festival - Riom, CH Excell Office Rhinoceros Maya InDesign COMPAS Drawing, architecture model Excell 2019 Design Labor: Material für Gestaltung Zürich 2016Italian First prize Design2019 ContestScenography of MUDI MUDI master(ETSAM-UPM) Drawing, painting, painting,Processing architecture model building building (A2) - Logo Italian (A2)+ Technik - Museum Python Python oundation Courses: 2019 “Up sticks” - Victoria and AlbertARTISTIC Museum SKILLS Dundee - UK PPW Photography digital digital and and analogic analogic Photography Spanish (Native) Spanish (Native) Netfabb 3dsMax LANGUAGES Word COMPAS Archicad2019 SCHOLARSHIPS awing, Portfolio prep.EXPERIENCE 3dsMax Illustrator Design Labor: Material + Technik Museum für Gestaltung Zürich Netfabb Word Cello playing (Allegro orchestra) LANGUAGES EXPERIENCE Office Office English (C1.2) (IELTS-2011; CAE C1 -2010; First FCE-2009 ) Excell oster Foundation Robotics Atelier 2020 Research Assistant at GKR ETH (Zürich) Drawing, painting, architecture model building REFERENCES English ARTISTIC (C1.2) (IELTS-2011; CAE - C1 -2010; First FCE-2009REFERENCES ) 2020ARTISTIC Research AssistantRevit at GKR ETH (Zürich) SKILLS SKILLS PPW Revit Wordpress Netfabb Revit AffterEffects Programming German (B2.4) Mesh (G.Z. B2-2017; UNIcert II B2-2015; G.Photography Z. A2-2014) PPW Wordpress cholarship (October 2019 -- July 2020) Mould Project LANGUAGES digital and analogic Ammar Hannes German (B2.4) (G.Z. B2-2017; UNIcert II B2-2015; G. Z. A2-2014) (October 2019 July 2020) Mesh Mould Project Ammar Mirjan, Mirjan, Programming Hannes Mayer, Mayer, Fabio Fabio Gramazio Gramazio (GKR) (GKR) Cello playing (Allegro orchestra) Cello playing (Allegro orchestra) Word Italian (A2) Python School Honorific Diploma (Madrid) 2019 Student Assistant GKR DBT (1.7 30.9) English (C1.2) (IELTS-2011; CAE - C1 -2010; First FCE-2009 ) Excell Excell Archicad Italian (A2) 2019Drawing, Student Assistant GKR and and model DBT ETH ETH (1.7 -- Drawing, 30.9) Python painting, architecture building painting, architecture model building Archicad Premiere ProB2-2017; Spanish (Native) Graphic_Design 2018 FEM arquitectura (Madrid) (1.4 30.6) Programming German (B2.4) (G.Z. UNIcert II B2-2015; G. Z. A2-2014) REFERENCES Spanish (Native) 2018Photography FEM arquitectura (Madrid) (1.4 30.6) digital and analogic Photography digital and analogic Wordpress Office lustrator 2014 Internship Architekten -- 28.8) Digital_Fabrication Italian (1.7 (A2) Ammar Mirjan, Hannes Mayer, Fabio Gramazio (GKR) Python Word Word Office 2014 Internship in in SWP SWP Architekten (Hamburg) (Hamburg) (1.7 28.8) Digital_Fabrication Photoshop ARTISTIC SKILLS PPW Large-scale 3DP for Functionally Graded Façade 3D_Modelling rtified by IAESTE Spanish (Native) Grasshopper ARTISTICREFERENCES SKILLS PPW REFERENCES Cello playing (Allegro orchestra) Grasshopper Wordpress Wordpress Rhinoceros x EXHIBITIONS Office InDesign Cello playing (Allegro orchestra) EXHIBITIONS Ammar Mirjan, Hannes Mayer, Fabio Gramazio Ammar (GKR) Mirjan, Hannes Mayer, Fabio Gramazio (GKR) Excell
CV
INDEX
Illustrator
B U B B L E RO B O T I C D R AW I N G (2018)
I M PA C T C L AY (2018)
TIMBER A SSEMBLIES (2019)
MESH MOULD (2019-2020)
3D PRINTING
SAND-PRINTED BRICK (2018)
T ( H ) R E E TA B L E (2018)
3D PRINTED CONCRE TE COLUMNS (2019)
A S H FOA M A RC H (2019)
3 D P R I N T E D F U N C T I O N A LY G R A D E D FA Ç A D E ( 2 0 1 9 ) L
BUILDING - SCALE
BAR - LOUNGE DELFÍN (2020)
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).
ROB OTIC
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
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).
Informed variables
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)
3 RO B OT I C C O N T RO L
BH vs P D
20mm
15mm
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
75%
Va r i a b l e Pressure De pth
Global variables
2 INFORMING STRUCTURE
Next geometry is always influenced by the previous geometry
50%
25%
10mm
Var i abl e Bul l et H e i ght s
normal_angle = 0 plane_angle = 0 x_spacing = 20 z_spacing = 12.5 x_count = 6 z_count = 4 bullet_height = 18 bullet_width = 18 alternative_bool = false
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).
Var i abl e Bul l et H e i ght s 20mm
Var i ab l e Press u re Dept h
1 DESIGN VARIABLES
15mm
10mm
25%
50%
75%
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).
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.
5 RO B OT I C S E T U P
shooting station
picking station 2
picking station
picking station 1 setup for small clay structures
shooting station
setup for big clay structures
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
Direction
Basepoint
nt
C = Midpoi
p Top
oint
of Bullet C
= Perp Vec
H
h = PD x B
(B) et B
et B
Top point (A)
tor
Bullet A
Bullet A
Individual positioning of each clay element is informed by the average point obtained from the base points of the two bullets just underneath.
et B
Bull
Bull
Bullet A
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
Incremental Deviation
Bull
Clay bullet height depends is modified depending on the applied Preassure Depth on it, based on sinusoidal ecuations.
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.
Tutors: David Jenny ,InĂŠs Ariza, Zhao Ma In collaboration with Rahul Guirish and Jonas Ward
PRODUCED BY AN AUTODESK STUDENT VERSION
1 J O I N T T Y P O LO GY: Triple dowel conne ct i on
2 P RO PAGAT 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
1 Beams : Starting with standard configuration of the beams
TIMBER-D OWEL A SSEMBLIE S
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
U
4 Connection between alternate beams (2-4): Beams 2 and 4 repeat the process and get intersected by the dowels joining beams 1 and 3
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)
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).
even
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
odd
V
V V-1 U-1
U
U+1
U PRODUCED BY AN AUTODESK STUDENT VERSION
Different patterns were tested, choosing the one that best performs structuraly, but also allowed to huge surface freedom. (2)
PRODUCED BY AN AUTODESK STUDENT VERSION
3 S U R FAC E P RO PAGAT I O N : Log ic
5 C O N ST RU C T I V E D E TA I L S : Key sto n e , S e a m s a n d Fo ot i n g
1 Surfaces UV: 6 base surfaces with not mirrored UV logic
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.
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.
4 SYST E M S E L F - CO R R EC T I O N S : G radient appliance and beam ex tens io n cor re ct i on 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.
Gantry Gantry
7 FA B R I C AT I O N : C o n st ru c t i o n p ro c e s s
Dowel OvenOven
1 Design Geometry The complex surface geometry is designed and discretized in different modules and curvature continuity and minimum curvature is checked.
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
2 Module generation Beams of every module are calculated, making sure seam areas are completely flat between each other.
1. DesignGeometry Geometry 1 Design
9. Manual Adjustment 10 Manual Dowel Placement
3 Assembly sequence The Building logic is also calculated, creating a sequence that builds by layer and allows to place every dowel properly without problem, almost like a knitting process.
2. Segments 2 Module generation
5 3
4 Segment Positioning Every wood beam is placed for cutting with a exact distance. In our pre-fabrication sequence this step is done manually 5 Cutting Beam Size Beams are cutted with the exact required length.
1
4 2 0
8. Placing Beams Station 9 Placing
3. Assembly sequence Sequence 3 Assembly
6 Dry Dowels in Oven In the mean time dowels are dried in a oven to 100ยบC , so the dowels shrink and fit better through the three alligned holes. 6 D I G I TA L FA B R I C AT I O N : S e t u p and Fabricatio n Mo dules
7 Drilling Beams Beams are precisely robotically drilled several holes with the exact angle and radius, in order to place every dowel through them.
8. PickingBeams Station 8 Picking
4. Segments Positioning 4 Segments Positioning
8 Picking beams The drilled beams are picked from the drilling station exactly from the beam mid-point. 9 Placing Beams Every beam is placed in a exact position in space with a different angle or inclination. No human is able to place every beam in exact position but with a robot. 10 Manual Dowel Placement Dowels are place manually by hammering the dried dowels in place and watering them afterwards in order to lock them in place.
7. Drilling Station 7 Drilling Beams
5. Beams Cutting Station 5 Cutting Beam Size
6. Oven-dried 6 Dry DowelsDowels in oven
8 S M A L L S C A L E P ROTOT Y P E : U R10 Mo del
An UR model is fabricated in order to ensure that the whole fabrication process is feaseable and that the whole structure fits into place and is structurally sound. The fabrication happens module by module like in real life. The model was donated to the exhibition of the pavillion, Up-Sticks in relation to the Hello Robot Exhibition in the V&A Dundee.
Final Design Proposal for the exhibition Up-Sticks, V&A Dundee
Final UR10 Model of the pavilion for the exhibition Up-Sticks, V&A Dundee
Tutors: David Jenny, Jesús Medina Group Project MAS DFab 2018-2019: Yuta Akizuki, Jesus Barney, Ying-Shiuan Chen, Chaoyu Du, Nik Eftekhar Olivo, Nicolas Feihl, Rahul Girish, Noor Khader, Sofia Michopoulou, Aya Shaker, Eleni Maria Skevaki, Yoana Taseva, Keerthana Udaykumar, Jonas Van den Bulcke, Wenqian Yang
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.
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1. Design Workflow
MESH MOULD C O M PA S P Y T H O N
Research developed by GKR at ETH funded and in colaboration with industrial partners PERI and SIKA. It consists of the robotic fabrication of steel rebar cages for complex doubly curved surfaces. This metallic meshes serve not only as inner structure for concrete, but also as moulds for casting concrete inside, taking out the need for complex and wasteful moulds. For this project several aspects have been developed. From the design of the robotic fabrication process (A), the design of posible architecure elements (B), system of densification for angled elements (E), and mostly the development of the computational tool in COMPAS fully written in python (C). The computational tool takes an input mesh, and analyses the curvature and discretizes it, and over an structural analysis procedure calculates the rebar diammeters and spacings of each module. After the mesh mould is calculated, the densification process occurs (E), based on the angle with the vertical. Finally all the fabrication data is calculated, not only the pick and placing, but also the rolling over the vertical slices (D).
1. Design 2. Slice Workflow Pre-bending 1. Design 2. Slice Workflow Pre-bending 3. Slice Welding 1. Design 2. Slice Workflow 3. Pre-bending Slice 4. Picking Welding and 2. Placing 1. Slice Design 3.Pre-bending 4. Slice Workflow Picking Welding 5. Rolling and 1. Design Placing & Welding 2. 3. Slice Workflow 4.Slice Picking Pre-bending Welding 5. Rolling and6. 1.Placing Design Transportation & 2. Welding Slice Workflow 4.Pre-bending Picking 3. 5. Slice Rolling and Welding 6. Placing Transportation & Welding 2.1.Slice Design 7. Assembly 3.Pre-bending Slice Workflow 4.5.Picking Welding Rolling 6. Transportation and &1.Welding Design Placing 7. Assembly 8. 2.3.Concrete Slice 4. Workflow Slice Picking Pre-bending Welding 5. Filling and 6. Rolling Transportation Placing 7.&2.8. Assembly Welding Slice Concrete 9. 4. Shotcrete Picking Pre-bending 3.5.Slice Rolling Filling and Welding Finishing Placing 6. & Welding Transportation 7.8.Assembly Concrete 9. Shotcrete 3. Slice 4. 5.Filling Picking Rolling Welding Finishing 6. Transportation &and Welding 8.Placing Concrete 9. 7.Shotcrete Assembly 4. Picking Filling Finishing 5.6.Rolling and Transportation Placing 7.&Assembly 9. Welding 8. Shotcrete Concrete 5. Finishing Rolling Filling6.&7. Transportation Welding 8.Assembly Concrete 9. Shotcrete Filling 6. Finishing Transportation 8. Concrete 9.7.Shotcrete Assembly Filling Finishing 7.9.Assembly Shotcrete 8. Concrete Finishing Filling
8. Concrete 9. Shotcrete FillingFinishing9. Shotcrete Finishing
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placed and welded on the fabrication platform.
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the construction site.
with help of a crane.
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mesh mould surface.
O N -O S INT-O ESN I T-O E SN I T-ES I O T ENO- N S I- TS OEIN T -ES I O TE N -OSNI T- S EITE
reinforcement, which also serves as mould, is filled with a special concrete mix and covered afterwards with a shotcrete finishing.
1
preventing masive leaking.
ON-SITE
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on top of the vertical slices.
9
B P ROTOT Y P E D E S I G N : p rop osa ls
C C O M P U TAT I O N A L W O R K- F LO W: g e o m e t r y c a l c u l a t i o n W AV E 79,8m 2
12.2
12.2
12.2
4.0
4.1
4.1
5.2 4.1
5.2
1 Design Geometry First step is to design the overall geometry of the concrete structure into a well defined mesh.
4.0
4.0
5.2
T O
C U R V E
6.0
L I N E 72,7m 2
3 Vertical Curvature Curvature analysis is carried in the direction 2 of slicing (vertical) to check if the maximum curvature is not exceeded.
4 Horizontal Curvature Curvature analysis is carried in the direction 1 of slicing (horizontal) to check if the maximum curvature is not exceeded.
5 Discretization The whole structure is discretized in different modules of a maximum size of 3 meter length by 2 meters height.
6 Structural Analysis The structure is loaded in order to calculate and dimension the steel rebars in both directions for each module.
5.8
5981.2
13.0
2 Mid plane-mesh The average mid plane of the mesh is calculated.
10503.3
10.5
ØB1
Sp ac
in 82 g
Spacing 2 100
W ire B 3 ire W
ØA2
1
ØA2 WireA2
100
Spacing 3 150
ØB
WireA2
Spacing 1
W ire A1
INSIDE
Spacing 3 150
ØB2
B
:Ø
WireB2
ØA2 WireA2
Wire2
Wire2
Wire2
WireA2
WireB2
ide
Wire 3
Spacing 1 100 OUTSIDE
6.8
Ins
Wire 1
Wire 3
5.3
2
ØB2 Spacing 2 100
ØA1
1
3.00
C R E A S E 79,9m 2
concrete cover 30
spacing 1: 75mm spacing 2: 75mm ørebar 1: 10mm ørebar 2: 10mm
ØA 1
Wire 1
Wire 3
24
te re nc r Co ove c
Spacing 1 82
ØA2 10 10
e
Spacing 122 3
4.9
concrete cover 30 10 ØB2 10
spacing 1: 50mm spacing 2: 50mm ørebar 1: 10mm ørebar 2: 10mm
tsid
ØB2
WireB2
1 Module
Ou
spacing 1: 100mm spacing 2: 100mm ørebar 1: 10mm ørebar 2: 10mm
S L I C I N G PA R A M E T E R S
WireB2
5305.8
SLICING PROCESS
ØB
1
ØB
1
ØA 1
10.0
Wire 1
Direction 2 Slices
6.0
U M B R E L L A 79,5m 2
Direction 1 Slices
ØA2 = ØB2
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ØA2 = ØB2
ØA 1
WireB2
ØB2
ØB
WireA2
100
1
ØA2
ØA 1
Wire 1
Wire 3
Spacing 122 3
Spacing 1
Spacing 3 150
ØB2
:Ø
ØA2
W ire A1
INSIDE
Spacing 3 150
ØB2
spacing 1: 50mm spacing 2: 100mm ørebar 1: 10mm ørebar 2: 10mm
spacing 1: 150mm spacing 2: 150mm ørebar 1: 10mm ørebar 2: 10mm
spacing 1: 75mm spacing 2: 150mm ørebar 1: 10mm ørebar 2: 10mm
spacing 1: 50mm spacing 2: 150mm ørebar 1: 10mm ørebar 2: 10mm
24
te re nc r Co ove c
Spacing 1 82
Wire2
3 ire W
Wire 3
Spacing 1 100 OUTSIDE
ØA2
Wire 1
Wire 3
With this method we can achieve geometries wich curves can achieve a minimum radius of 800mm. Also was of interest to us geometries which transitioned from wall to ceiling. Expressive geometries under the light.
ØB
1
ØB
1
ØA 1
Wire 1
6.0
6.0
Wire2
Wire2
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WireB2
5.3
S H E LT E R 78,6m 2
ide
in 82 g
WireB2
Spacing 2 100
Ins
Sp ac
2 spacing 1: 100mm spacing 2: 50mm W ørebar 1: 10mm ire B1 ørebarB 2: 10mm
WireB2
Spacing 2 100
ØA1
2.9
ØB1
concrete cover 30
WireA2
5.3
ØA2 10 10
WireA2
concrete cover 30 10 ØB2 10
10.5
ØA2 = ØB2
ØA2 = ØB2
ØA2 = ØB2 ØA 1
Ou 3.5
tsid
e
spacing 1: 150mm spacing 2: 75mm ørebar 1: 10mm ørebar 2: 10mm
7.6
concrete cover 30
Sp ac
in 82 g
ØB2 Spacing 2 100
ØA1
Spacing 2 100
W ire B WireA2
3 ire W
Spacing 3 150
ØB
WireA2
1
ØA2 WireA2
W ire A1
100
INSIDE
ØB2
B
:Ø
WireB2
ØA2
ØA2
Spacing 1
Spacing 1 100
Spacing 3 150
ide
Wire 3
ØA 1
Wire 1
5.3
OUTSIDE
Ins
Wire 1
Wire 3
5.3
Wire2
Mesh Mould Rebar Cage
Wire2
Wire2
WireA2
WireB2
1
In order to show which are the capabilities and the new geometric limitations of this new robotic fabrication system. as well as the shapes it allows to create, several proposals were developed in a really short period of time, as quick sketches to show the newly gained freedom.
2
Wire 3
Spacing 1 82
10.5
ØB1
ØA2 10 10
Spacing 122 3
10.5
concrete cover 30 10 ØB2 10
WireB2
11.1
WireB2
ØB2
ØB
1
ØB
1
ØA 1 Wire 1
ØA2 = ØB2
ØA2 = ØB2
ØA2 = ØB2
ØA 1
24
te re nc r Co ove c
D TA RG E T G E N E R AT I O N : p ick in g , placing, ro lling
E D E N S I F I C AT I O N : st ra te g y A first densification test is carried, densifying in both slicing directions and is casted in order to see how much concrete is lost.
ROLLING END-EFFECTOR
TRANSFORMER
NEGATIVE CATHODE CABLE
POSITIVE ANODE CABLE
NEGATIVE CATHODE COPPER PLATE ROLLING BENDING POSITIVE COPPER ANODE 6DOF FORCE TORQUE SENSOR REBAR THREADER
A computational tool is developed within a COMPAS python framework which not only calculates the rebars but also the fabrication targets. Starting from picking and placing targets in order to place the slices on the fabrication platform. Afterwards a robotic rolling tool joins all the vertical slices with a path which consits of the rolling targets.
PICKING TARGETS
PICKING TARGETS
PLACINGTARGETS
70L of concrete are casted inside the mould and how much densification is needed in every part of the mesh transitioning from wall to ceiling.
MESH MOULD MODULES ASSEMBLED
MESH MOULD DENSIFICATION
Once all the modules are prefabricated, they are assembled in order to be casted with a fast hardening concrete mix.
Once all the modules are assembled, densification rebars are applied on top of them in order to help the concrete casting process, and not to waste more concrete.
PLACING TARGETS
ROLLING TARGETS
ROLLING TARGETS
The densification in large scale is applied only horizontally and is based on the angle between horizontal rebar slices.
triple periodic minimal surface patterns
Schwarz P pattern
Gyroid S
Gyroid M
Gyroid S with gradient
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.
3D
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.
brick dimensions 500x300x200mm
gyroid macrostructure
gyroid microstructure
Tutors: Mathias Bernhard In collaboration with Wenquian Yang
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 Base Nodes
2 Branching Nodes
3 Bridging Nodes
4 Holding Nodes
1 gen
T ( H ) R E E TA B L E GRASSHOPPER - PROCESSING
-Y
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)
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3
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1
2 TABLE DESIGN
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 Ø5 mm aluminium profile (40 rods) 2,39 m of Ø8 mm aluminium profile (5 rods)
NODE NUMBER
3 NODE TYPOLOGIES
1 Base Nodes
2 Branching Nodes
3 Bridging Nodes
4 Holding Nodes
4 NODE DESIGN
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
Node Axis
Volumetric Modelling (Axolotl)
5 NODE DETAILING
Blending function + Mesh Rebuild low def
Mesh subdivision (CatmullClark) + Mesh Porosity according Subdivision
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
1 SINUS WAVE BASED COLUMNS
MATERIAL EXPLORATIONS Overhang limit
Variable layer Height
Pattern Texture
Concrete Pigmentation
Spray Painting/Coating
curve for profile amptitude
FABRICATION PROCEDURE curve for phase shift
CONCRETE CHOREO GR APHY PROCESSING - GRASSHOPPER
Curvature Analysis
Slicing
Inner Core Placement
Visualization
Variable Layer Height Tests 1:1 Scale Test 2mm - 8 mm Layer Height Constant Speed
Printing
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 (1), meanwhile inside columns are based on mesh subdivision functions (2). Several material explorations are developed such as overhang testing, variable layer height, textures or pigmentation, in order to integrate some ornament (3) and explore fabrication limits. Columns are 3D-printed with a more fluid mix of concrete in a continuous extrusion (4) achieving 2,7meters high. This height is achieved thanks to our robotic set-up (5). The fabrication process (6) follows several steps: curvature analysis, slicing in grasshopper, innercore integration, rendering, robotic simulation and concrete printing. Concrete basis are prefabricated, columns are directly printed on top and the inner core is fill with concrete and structural reinforcement (7).
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
2 MESH SUBDIVISION COLUMNS Mesh subdivision rules
1+2 FINAL COLUMN DESINGS
- Detailing - Section transitions - Core enclosing
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1:1 Scale Test 2mm Layer Height
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1:1 Scale Test 2mm Layer Height
Applet 2 (Subdivision Columns)
Applet 1 (Sine Columns)
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C1
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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
Texture Pattern Tests
3 ORNAMENT
3 ORNAMENT
Areas of applyance
Process
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.
Min Amplitude
Max Amplitude
Application only in capital + pedestal
Vertical axes of symmetry
4 LAYER HEIGHT 25 mm
35 mm
35 mm 2 mm
25 mm
25 mm
Horizontal axes of symmetry
15 mm
15 mm
2 mm
5 mm
5 mm
5 mm
7 mm
7 mm
Online Control station Control robot motion Monitor robot motion ROS communication
7 mm
Constantlayer Parameters Constant Parameters Constant Parameters Different 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
Pattern Appliance and Simulation of the print
3D printing
5 ROBOTIC SET UP
15 mm
35 mm 2 mm
Calculating distance from the center
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
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
Green Pigmentation
6 FABRICATION PROCESS
Has Core? YES
Red Pigmentation
Cantiliever Analysis
Column Design
Slicing
Add Inner Core
Pattern Appliance
Path Simulation
Final Print
7 INNER CORE GENERATION 01
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
3.00 m
20
1.20 m
8 8 115 15
4
4
Rebar Reinforced Cast Core 25 cm
Anchor
Tutors: Ana Anton, Patrick Bedarf, Angela Woo Group Project MAS DFab 2018-2019: Yuta Akizuki, Jesus Barney, Ying-Shiuan Chen, Chaoyu Du, Nik Eftekhar Olivo, Nicolas Feihl, Rahul Girish, Noor Khader, Sofia Michopoulou, Aya Shaker, Eleni Maria Skevaki, Yoana Taseva, Keerthana Udaykumar, Jonas Van den Bulcke, Wenqian Yang
275
Step 1
15 115 8 8
Step 2
Reb Cas
4
Step 1
10
20
1:1 Scale Test 3mm Layer Height
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.
Annealing Process Meant to shrink the PLA along with the foam. Placed in oven at 60ºC during 24 h
A S H FOA M A RC H
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 didn’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 didn’t dry fast enough. In order to speed drying time we tested surface perforations to allow for more access to air.
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.
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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.
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
23.96°
33.69
°
Angle Layer shift
33.69
°
45.0 0°
24º 1/1.5
56
63 .43 °
45º 1/3
53.1
3°
45.0 0°
.31°
33.7º 1/2
Top Gradient
53.13º 1/4
3 D P R I N T E D F U N C T I O N A LY G R A D E D FA Ç A D E
Curvature Test Less than 24º is barely printable, less than 45º could present issues while printing, therefore the limit in angle would be around 50º.
Transparency Tests
Feed rate : 100 Printing temperature: 215ºC
Feed rate : 50 Printing temperature: 230ºC
Porosities
Gradient Down
Lateral Gradient
Casting directionality Tests From these tests it was mainly concluded that it is best for the inner geometries to be oriented towards the bottom, so when the foam expands up there is more space for it to expand into. Therefore seams should be placed in areas with less infill quantity. Using this method seams will remain mostly hidden.
Infill Types Tests Three infill strategies were investigated with a distinct function. Circular gradient, guides light directly based on the inner geometry angles. The truss infill has structural capacity. SchwartzP infill present clear gradient and differentiation of cell size.
Foaming Printability Improvements Foam expansion and mould watertightness are key questions regarding castability. To improve this aspects foamed areas have double shell and strong curvature and horizontal areas are reinforced with an extra offseted local shell. The more continuous is the path the better to prevent leakings.
GR A SSHOPPER + A XOLOTL
Final Snapping vertical Connection layer width: 2.7mm tolerance: 1mm wall thickness: 2cm
Foam cored sandwich panels have a high strength-to-weight ratio; and therefore, enable the construction of large structural spans and cantilevers. Conventional methods for fabricating sandwich panels are efficient for standard geometries, but when used for complex geometries, they become time, cost and labor intensive. Thus, more efficient fabrication solutions are needed for the production of bespoke sandwich panels. Additive Manufacturing (AM) technologies like Fused Deposition Modeling (FDM) 3D printing (3DP) offer freedom and flexibility in the design of non-standard geometries and are furthermore material efficient, cost-effective and require minimal labour allowing moldless fabrication. Taking into account the advantages of 3DP the goal of this research is to produce a largescale freeform composite sandwich element.
Final Horizontal Connection layer width: 2.7mm tolerance: 2mm wall thickness: 2cm Piece 1 Print Length: 2,3 km Print Time: 36h PLA Weight: 7,13 kg Foam Volume: 14,1L
General volumetry
Piece 3
Connection Details
Print Length: 3,19 km Print Time: 52h PLA Weight: 9,82 kg Foam Volume: 19,7L
Piece 2 Print Length: 3,17 km Print Time: 62h PLA Weight: 9,78 kg Foam Volume: 14,5L
Piece 4 Print Length: 1,92 km Print Time: 30h 30mins PLA Weight: 5,92 kg Foam Volume: 9,2L
Piece 5 Piece 6 Print Length: 1,98 km Print Time: 31h PLA Weight: 6,1 kg Foam Volume: 10,7L
Infill gradient design
Print Length: 2 km Print Time: 32h PLA Weight: 6,19 kg Foam Volume: 10,2L
Intersection connection Detail 6 5
This will be accomplished by initially investigating insulating foams and internal core geometries for integrated panel functionalities (insulation and translucency gradients), as well as the design of smart connection details for assembly.
4
1
2
3
3
Piece 7 Piece 8 Print Length: 1,46 km Print Time: 27h PLA Weight: 4,5 kg Foam Volume: 13,1L
2 1
Discretization
Façade Sections
4
5
6
Discretized Façade Pieces
Print Length: 4,18 Print Time: 68h PLA Weight: 12,9 kg Foam Volume: 30,1L
L O Lounge U N G E BBar A R at E N Hotel E L P Princesa R I N C E S APlaza PLAZA L A V U E LTA D E U N C L Á S I C O Propuesta de Maintenance Ibérica
SECCIÓN TRANSVERSAL Escala 1 · 65
LOUNGE BAR AT P R I N C E S A P L A Z A H O T E L MADRID
EXTERIOR SURFACE INTERIOR SURFACE HEIGHT
4 546 m2 230 m2 3,5 m
In 1968 the demolition process started in a block which received the name of “Pozas”, a block from 1860 for humble families. After disappearing a multi-purpose building was built on the plot, where the hotel was included. It was inaugurated in 1975 as part of the Plaza chain, being one of the most luxurious hotels of the developmentalism. Nevertheless, with the pass of the years its aesthetic has been affected. While the halls of the rooms still keep their essence, the hall of the hotel was reformed in 2015 loosing its spirit. The concept of the project is a revision of the 70s but with an updated view, which tries to recover the essence and the original ambient. For the interior a brassed bottle shelf is designed, a long sofa, a bar and a hexagonal extruded lamp. For the selection of the furniture, design lines of the 60s have been chosen, using velvet and brass as main materials, inspired by the original still remaining architecture.
BUILDING
The terrace did not have any sign of identity. That was the main reason why iconic elements of the interior were brought to the outside, creating a hexagonal pattern of polished concrete slabs, gravel and planters. A brassed fence also covers protagonism in the terrace, which takes the rythim of the façade. All in all, the architecture of the 70s is put in value, updating it, reinforcing the slogan of the hotel Plaza: “ a classic come-back”.
Project in collaboration with Pablo Dacal Gutiérrez
INTERIOR VIEW
FLOOR PLAN SCALE 1/100 L O Lounge U N G E B Bar A R at E N Hotel E L P Princesa R I N C E S APlaza PLAZA
OUTSIDE PLAZA
LONG SECTION SCALE 1/ 100
L A V U E LTA D E U N C L Á S I C O Propuesta de Maintenance Ibérica
SECCIÓN TRANSVERSAL Escala 1 · 65
INTERIOR VIEW BAR
OUTSIDE PLAZA
INTERIOR VIEW LOUNGE AREA
O R I G I N A L STAT E
The area where the bar is placed was a residual space of the lobby where overdimensioned furniture were placed. The exterior was completely neglected, without any design and a plastic temporary bar.
4 DACAL·EFTEKHAR
12
ARQUITECTURA ARCHITECTURE
ESCALA: 1/250 MUSEO DE COLECCIONES REALES
VIADUCTO DE SEGOVIA
CATEDRAL DE LA ALMUDENA
SEMINARIO CONCILIAR
SAN FRANCISCO EL GRANDE
7.59
PALACIO REAL
[
E U RO P E A N AC A D E M Y MADRID RIO
UN ARTISTA EN EL TEJADO
ESCALA: 1/ 1500
URBAN ÁMBITOCONTEXT DE ACTUACIÓN URBAN WEST ELEVATION
]
NUEVA ACADEMIA DE EUROPA
02
UN ARTISTA EN EL TEJADO
ÁMBITO DE ACTUACIÓN ALZADO URBANO OESTE
02 8.13
ALZADO URBANO OESTE
[
5.40
775,5 m2 54 m2
5.40
5.40
1458 m2
5.40
The European Academy is placed in a strategic place within the urban green axis of Madrid Rio, exactly in the confluence of the four different neighbourhoods. This new urban endowment sews together the surroundings and fixes the continuity problems of the linear park. This new institution will bring artists of different fields and countries for a temporary residency where they will be able to interact, exchange and collaborate in interdisciplinary art projects, which will be exhibit afterwards in the public exhibition area. The complex also counts with a public co-working area, a cafeteria, offices, médiathèque and an auditorium as well for public performances.
]
NUEVA ACADEMIA DE EUROPA
ESCALA: 1/ 1500
5.40 5.40
The skin of the public area is a fully transparent double glass skin with a air-camera of almost 1m, while the private area consists of a double skin of GRC and granite slats which help the thermal inertia.
5.40
The building is designed as an inhabited truss which contains creative cells (atelier + room) specifically designedoriented towards the type of art. This acts as a gigantic ceiling which also allows the light to go through thanks to its skylights and is hold by the three vertical communication nucleus.
5.10
7.61
5.40
5.40
6.07
8.10
2.17
6.50
5.40
PLANTA 3-VIVIENDASARTIST’S Y TALLERESFLOORPLAN
AXONOMETRÍA AXONOMETRY 13
VOLUMETRY 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.
[
]
DESPLEGADA DEL CONJUNTO
NUEVA ACADEMIA DE EUROPA UN ARTISTA EN EL TEJADO
1
VOLUMETRÍA CUBIERTA
09 3
2 4
[
]
NUEVA ACADEMIA DE EUROPA
ESCALA: 1 / 75
UN ARTISTA EN EL TEJADO
CONSTRUCCIÓN SECCIÓN LONGITUDINAL
9.57
8.28
5.40
5.40
5.40
5.40
5.40
5.40
14
CREATIVE CELLS 5.40
LONG SECTION
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 [] NUEVA ACADEMIA DE EUROPA
ESCALA: 1/ 750
[
11
]
NUEVA ACADEMIA DE EUROPA
COMPOSICIÓN ARTIST’S FLOORPLAN: COMPOSITION DIAGRAM
UNAN ARTISTA ENTHE EL TEJADO ARTIST ON ROOF
URBANVIVIENDAS SOUTH ELEVATION
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 MÚSICA MUSIC
PINTURA Y ESCULTURA PAINTING AND SCULPTURE
DANZA DANCE
LITERATURA Y POESÍA LITERATURE
ARQUITECTURA ARCHITECTURE
FOTOGRAFÍA Y CINE PHOTOGRAPHY
D.4
= D.6
D.2
=
NÚCLEOS DE COMMUNICATION CORES COMUNICACIÓN
ZONAS COMUNES COMMON SPACES
LUCERNARIOS SKYLIGHTS
VOLÚMENES SOBRESALIENTES D.5
ALZADO SUR
D.1
[
NUEVA ACADEM ENTRANCE UN ARTISTA E
ESCALA : 1 / 250
D.6
IMAGEN DE MAQUETA
ESCALA: 1 / 15
DET - B.1
URBAN AXONOMETRY STRUCTURE
URBAN VIEW
FAÇADE CONSTRUCTIVE DETAIL - FLOORPLAN
— 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 ANDYOPTIMIZING THE STRUCTURE PARA REDUCIR MOMENTOS 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.
E: 1/15
1
A RT I ST ’ S D W E L L I N G L ’A L B U F E R A , VA L E N C I A
This experimental house is placed in the middle of a Nature reservoir, in L’Albufera, Valencia. This always changing natural environment is the perfect site for inspiring an artist’s mind. In this case, Olafur Eliasson was selected. This house is surrounded by river channels and rice crops, in relation to an atelier and a musuem to exhibit his art work. The house concept is to create a ultra thin and light ceiling which would frame the horizontal views and protect from the strong sun, but also introduce light through it slats remark the inner water and rice crop channels that are introduced inside the house and are used to differientiate spaces instead of walls. The house creates a supperposition of glass planes and plays with the translucency and transparency of private and public spaces respectively.
L’ALBUFERA - VALENCIA
PROTECTIVE SLATS
WALKABLE ROOF
2
CIRCULAR PILLARS FOREST
SERVICE CORES
TRANSLUCENT GLASS
TRANSPARENT GLASS
3
The house is equiped with a pier for the arrival of boats, as wel as with a home cinema, piano room, library and outdoor jacuzzi as some of its amenities. Some parts of the roof are walkable and from which the sunsets or nightsky can be observed. AXONOMETRY
D
C
B
A
FLOORPLAN
SECTIONS
EXTERIOR VIEW
A
B MODELS
CONSTRUCTIVE SECTION
C
D ROOF / INNER SPACE
TERRACE / INNER SPACE
1
ROOMS / SERVICE CORES / LIVINGROOMS
FULL DIAGRAM
2
3
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
D E U T S C H E A RC H I N ST I T U T BERLIN
NORTH LIGHT
The deutsche architecture institut is placed in Berlin, as an addition to the museum insel, which is near by. The museum will be hosting activities related to the urbanism and architecture of Berlin, as well as ateliers and managing offices. The perfect plot next to the river allows for the building to frame the views in an architecture related library or approaching it in a public pedestrian bay, to which the restaurant is facing. The skylight brings north homogeneous light to the building, while consisting of a concrete truss from where an auditorium for conferences and movies is hanging as a volume whithin a volume. The exhibition area relies underneath.
UG 1/200 CONCRETE SLAB 300mm SLOPE CONCRETE VAPOR BARRIER
UG
THERMAL INSULATION 120mm
DAUENG RASUTELLUNG WECHSELAUSTELLUNG FOYER GARDEROBE CAFE RESTAURANT KÜCHE
SOUTH LIGHT
WATERPROOF LAYER CERAMIC FLOOR TILE
DETAIL 1/20
NORTH ELEVATION
ANSICHT NORD 1/200
SOUTH ELEVATION
ANSICHT SÜD 1/200
FLOORPLANS
FLOORPLANS
LONG SECTION
0
1
TRANSVERSAL SECTION
2
3
AXONOMETRY INSIDE VIEWS
DE04-1
1
DE04-PLANTA 2 25
CONCRETE STRUCTURAL GRATE / SKYLIGHTS
2 3 4
DE04-1
26 1
27 5
DE04-PLANTA
3
5 WALKABLE RUNWAYS
AUDITORIUM
2 3 4 7 8 5 9 10 6
7 12 8 9 10 GRC FAÇADE
DE04-2 11 1OG 1/200
EXHIBITON AREA HALL
AUDITORIUM ENTRANCE
UG 1/200
13 12 14
DE04-2 UG DAUENG RASUTELLUNG WECHSELAUSTELLUNG FOYER GARDEROBE CAFE RESTAURANT KÜCHE
EG FOYER GARDEROBE SHOP AUDITORIUM HAUPTHALLE
DE04-3
13 14 15 BRISE SOLEIL FAÇADE
25
6
11
EG 1/200
2
16 17 18
26 2 3 12 11 15 5 2 3 12 11 15 5 2 3 5 28 29 30 2 31 3 5 28 29 5 30
31
DE04-3
EXHIBITION AREA
15 19 16 20 17 21 18
27 5 3
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 1_CHAPA DE ACABADO DE ALUMNIO 6_TUBO ATIRANTADO ACERO SECCIÓN E=3mm CIRCULAR MACIZA Ø82mm 2_POLICARBONATO TRANSLÚCIDO POLYGAL 7_PERFIL METÁLICO L SUJECCIÓN DE E=8mm MONTANTES 3_TRAVESAÑO METÁLICO DE SECCIÓN 8_PLACA DE ANCLAJE SOLDADA CUADRADA E=3mm COMPUESTA POR RIGIDIZADORES 4_MONTANTE METÁLICO DE SECCIÓN METÁLICOS CUADRADA E=3mm 9_VIGA METÁLICA HEB300 5_LUZ LED VERTICAL LONGITUD VARIABLE 10_PLACA PROTECTORA DE ACERO 6_TUBO ATIRANTADO ACERO SECCIÓN E=8mm CIRCULAR MACIZA Ø82mm 11_SISTEMA DE ARRIOSTRAMIENTO 7_PERFIL METÁLICO L SUJECCIÓN DE 12_TRASDOSADO AUTOPORTANTE CON MONTANTES MONTANTE. PLADUR 8_PLACA DE ANCLAJE SOLDADA 13_AISLAMIENTO ACÚSTICO E=20mm COMPUESTA POR RIGIDIZADORES 14_SISTEMA MODULAR DE FALSO TECHO METÁLICOS E=80mm 9_VIGA METÁLICA HEB300 15_ACABADO INTERIOR DE LAMAS DE 10_PLACA PROTECTORA DE ACERO MADERA E=8mm 16_TABLERO MDF E=50mm 11_SISTEMA DE ARRIOSTRAMIENTO 17_AISLAMIENTO ACÚSTICO E=50mm 12_TRASDOSADO AUTOPORTANTE CON 18_SUBESTRUCTURA DE PLOTS MONTANTE. PLADUR INTERCONECTADOS 13_AISLAMIENTO ACÚSTICO E=20mm 19_PERFIL "L" 100 14_SISTEMA MODULAR DE FALSO TECHO 20_VIGA METÁLICA HEB240 E=80mm 21_VIGA METÁLICA IPN200 15_ACABADO INTERIOR DE LAMAS DE 22_MONTANTE CERCHA 2UPN140 MADERA 23_PLACA METÁLICA ATORNILLADA DE 16_TABLERO MDF E=50mm UNIÓN DE MONTANTES 17_AISLAMIENTO ACÚSTICO E=50mm 24_LUZ LED 18_SUBESTRUCTURA DE PLOTS 25_PERFIL DE SUJECCIÓN METÁLICO EN"L" INTERCONECTADOS 26_TORNILLO DE SUJECCIÓN 19_PERFIL "L" 100 27_SISTEMA DE UNIÓN DE POLICARBONATO 20_VIGA METÁLICA HEB240 TRANSLÚCIDO PARA LÁMINAS POLYGAL. 21_VIGA METÁLICA IPN200 28_PANEL MDF E=20mm 22_MONTANTE CERCHA 2UPN140 29_SISTEMA DE ANCLAJE METÁLICO 23_PLACA METÁLICA ATORNILLADA DE 30_PETO DE HORMIGÓN ARMADO UNIÓN DE MONTANTES 31_LÁMINA DE NEOPRENO E=30mm 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
DE04-5 DE04-4 19 22 20 21 RESTAURANT/ CAFE
1OG SEMINARRAÜME GARDEROBE
DE04-6
DE04-5 23 24 DE04-4 22
INSTITUTO DE ARQUITECTURA ALEMÁN
DE04 DETALLES DE ENCUENTROS
NIK
EFTEKHAR
OLIVO
Nº
exp:
11128
DETAILING PROJECT Curso 2016 DE - 2015 - Semestre deALEMÁN invierno INSTITUTO ARQUITECTURA INTERIOR AUDITORIUM Departamento de construcción y tecnología arquitectónica Proyecto de Construcción _ prof. Santiago de de Dios López
DE04-6
DE04 DETALLES DE ENCUENTROS
NIK EFTEKHAR OLIVO Architect · MAS Digital Fabrication nik.eftekhar.olivo@gmail.com (+34) 680 27 70 57