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Extract from the Register of European Patents

EP About this file: EP3905205

EP3905205 - DATA PROCESSING FOR COMPLEX THREE-DIMENSIONAL MESH STRUCTURE [Right-click to bookmark this link]
StatusExamination is in progress
Status updated on  10.11.2023
Database last updated on 19.10.2024
FormerRequest for examination was made
Status updated on  03.12.2021
FormerThe application has been published
Status updated on  01.10.2021
Most recent event   Tooltip14.10.2024New entry: Renewal fee paid 
Applicant(s)For all designated states
Mesh AG
c/o ETH Zürich
Institute of Technology in Architecture, HIB E43
Stefano Franscini-Platz 1
8093 Zürich ETH-Hönggerberg / CH
[2023/47]
Former [2021/44]For all designated states
ETH Zurich
Raemistrasse 101/ETH Transfer
8092 Zurich / CH
Inventor(s)01 / MIRJAN, Ammar
5415 Nussbaumen / CH
02 / KOH, Mattis
8004 Zurich / CH
03 / WEBER, Marius
6005 Luzern / CH
04 / GRAMAZIO, Fabio Matteo
8005 Zurich / CH
05 / KOHLER, Matthias
8616 Riedikon / CH
 [2021/44]
Representative(s)Keller Schneider Patent- und Markenanwälte AG
Eigerstrasse 2
Postfach
3000 Bern 14 / CH
[N/P]
Former [2021/44]Schwarz und Baldus Patentanwälte
Hermann-Schmid-Straße 10
80336 München / DE
Application number, filing date20205632.104.11.2020
[2021/44]
Priority number, dateEP2020017186528.04.2020         Original published format: EP 20171865
EP2020017186128.04.2020         Original published format: EP 20171861
[2021/44]
Filing languageEN
Procedural languageEN
PublicationType: A1 Application with search report 
No.:EP3905205
Date:03.11.2021
Language:EN
[2021/44]
Search report(s)(Supplementary) European search report - dispatched on:EP06.05.2021
ClassificationIPC:G06T17/00, G06T19/20
[2021/44]
CPC:
E04C5/06 (EP); B23K11/0086 (EP,US); B21F1/00 (EP);
B21F15/06 (EP); B21F15/08 (EP,US); B21F27/08 (EP);
B21F27/10 (EP,US); B21F27/12 (EP); B23K9/0035 (EP,US);
B23K9/007 (EP,US); B25J9/1664 (US); G06T17/00 (EP);
G06T19/20 (EP); B23K2101/22 (EP,US); E04C5/04 (EP) (-)
Designated contracting statesAL,   AT,   BE,   BG,   CH,   CY,   CZ,   DE,   DK,   EE,   ES,   FI,   FR,   GB,   GR,   HR,   HU,   IE,   IS,   IT,   LI,   LT,   LU,   LV,   MC,   MK,   MT,   NL,   NO,   PL,   PT,   RO,   RS,   SE,   SI,   SK,   SM,   TR [2022/01]
Former [2021/44]AL,  AT,  BE,  BG,  CH,  CY,  CZ,  DE,  DK,  EE,  ES,  FI,  FR,  GB,  GR,  HR,  HU,  IE,  IS,  IT,  LI,  LT,  LU,  LV,  MC,  MK,  MT,  NL,  NO,  PL,  PT,  RO,  RS,  SE,  SI,  SK,  SM,  TR 
Extension statesBANot yet paid
MENot yet paid
Validation statesKHNot yet paid
MANot yet paid
MDNot yet paid
TNNot yet paid
TitleGerman:DATENVERARBEITUNG FÜR KOMPLEXE DREIDIMENSIONALE NETZSTRUKTUR[2021/44]
English:DATA PROCESSING FOR COMPLEX THREE-DIMENSIONAL MESH STRUCTURE[2021/44]
French:TRAITEMENT DE DONNÉES POUR STRUCTURE MAILLÉE TRIDIMENSIONNELLE COMPLEXE[2021/44]
Examination procedure01.12.2021Amendment by applicant (claims and/or description)
01.12.2021Examination requested  [2022/01]
01.12.2021Date on which the examining division has become responsible
10.11.2023Despatch of a communication from the examining division (Time limit: M06)
06.05.2024Reply to a communication from the examining division
Fees paidRenewal fee
15.11.2022Renewal fee patent year 03
25.10.2023Renewal fee patent year 04
14.10.2024Renewal fee patent year 05
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Documents cited:Search[A]US10094114  (KRÜGER GEORG [DE], et al) [A] 1-18* col.2;L32-38; fig.1, 3 *;
 [I]  - KUMAR NITISH ET AL, "Design, development and experimental assessment of a robotic end-effector for non-standard concrete applications", 2017 IEEE INTERNATIONAL CONFERENCE ON ROBOTICS AND AUTOMATION (ICRA), IEEE, (20170529), doi:10.1109/ICRA.2017.7989201, pages 1707 - 1713, XP033126943 [I] 1-18 * abstract; p.1708, left col. par.3; p.1711, right col., par.2; fig.3-4, 12 p.1711, section "A. Geometry generation and parametrization"; fig. 5,9,12) *

DOI:   http://dx.doi.org/10.1109/ICRA.2017.7989201
 [A]  - Norman Hack ET AL, "Mesh-Mould: Robotically Fabricated Spatial Meshes as Reinforced Concrete Formwork", Archit Design, doi:84: 44-53. 10.1002/ad.1753, (20140416), pages 44 - 53, URL: https://onlinelibrary.wiley.com/doi/epdf/10.1002/ad.1753, (20170404), XP055361535 [A] 1-18 * p.52, left col., penultimate par. *

DOI:   http://dx.doi.org/84: 44-53.
by applicant   - PETER MARTI, "Design of Concrete Slabs for Transverse Shear", ACI Structural Journal
The EPO accepts no responsibility for the accuracy of data originating from other authorities; in particular, it does not guarantee that it is complete, up to date or fit for specific purposes.