1 / 23

EDMS N° 1209791

EDMS N° 1209791. Dimensional control and fiducialisation of TM1 CLIC girder n°DB02E Measurements performed the 29th of March 2012, metrology lab. Introduction. Summary: End of 2010: dimensional control of the 2 Epucret girders on manufacturing site using laser tracker (EDMS n° 1103377 )

jeslyn
Download Presentation

EDMS N° 1209791

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript

  1. EDMS N°1209791 Dimensional control and fiducialisation of TM1 CLIC girder n°DB02E Measurements performed the 29th of March 2012, metrology lab.

  2. Introduction Summary: • End of 2010: dimensional control of the 2 Epucret girders on manufacturing site using laser tracker (EDMS n° 1103377 ) • End of 2010: Receipt measurements at CERN using laser tracker (EDMS n° 1108177) • March 2012: machining of V-Support at CERN • Mid of March, 2012: Romer arm measurements without load  several tenth of misalignment but no big fault was detected. • End of March: CMM measurements performed according to the drawing n°CLIATLSS0065 and instructions from Nick Gazis and from SU team (for the future, a drawing which meets the needs will be useful). Objectives of CMM measurements: • to accurately evaluate the misalignment of V-supports and so to decide if a new machining or an adjustment is needed, • To fiducialise the girder mean axis.

  3. Measurement conditions • Coordinate Measuring Machine: OLIVETTI Inspector Maxi 900v • Probe Head: RENISHAW PH10M • Probe: RENISHAW TP2 + Ø5mm and Ø2mm Stylus • Measurement force: radial: 7 axial: 40 g • Laboratory temperature: 20 °C ± 1 °C • Measurement uncertainty (3σ): ± 0.006 mm • Unit: millimetre Stylus length = 370 mm Comment: The length of the stylus introduce an important error or uncertainty measurement

  4. Measurement problematic The length of the girder= 2000 mm Maximum CMM length moving = 1600 mm Comment: Blocks to support girder are outside the table.

  5. Cylindricity on gage cylinders Cylindricity Ø120 = 0.0096 mm Cylindricity Ø27 = 0.0016 mm Cylindricity Ø99 = 0.0116 mm

  6. Reference system Comment: the quality of the reference system is given by the geometry (common zone plan or line ) and the flatness of the surface. Z+ Y+ X+ LineY • Primary Z axis is the normal of the plane A: Common area of upper planes at each extremity, • Y axis is the intersection between plane A and plane B: B is the common area of lateral planes, • The origin is defined by the intersection of Y with the plane C: C is a part of the vertical plane at one extremity.

  7. Reference measurement conditions First measuring area of plane A Comment: It is very difficult to probe the reference surface because of the accessibility.

  8. Reference measurement conditions Second measuring area of plane A Comment: the plane A is the common zone built with the first and second area.

  9. Reference measurement conditions The common measuring area of plane B Comment: the common area is not exactly which was required.

  10. Reference measurement conditions Comment: it was impossible to completely measure the plane C. measuring area of plane C

  11. Measurement of the sagunder load

  12. Straightness of the axis Comment: the straightness considers all the cylinders except the centre of the Ø27 circle (beam tube).

  13. Positioning of circles R49.5,R60 and R13.5 Comment: The misalignment is more critical along Z axis.

  14. Location Ø0.01 mmof Circles R49.5,R60 and R13.5 Factor 10 Comment: LOCA = 2√(ΔX2+ΔZ2)

  15. Fiducialisation • The CMM size will not allow to measure the girder/cradles assembly during one step (the Epucret girder must be loaded while Boostec girders didn’t need)  it is necessary to fiducialise the assembly in 3 steps • Principle of the fiducialisation in 3 steps: fiducialisation of the loaded girder (already done), fiducialisation of the 2 cradles (already done), geometrical linking of the unloaded girder with its cradles by measurements at each extremities of temporary fiducials.

  16. Fiducialisation • 10 fixed fiducials (like for TM0) and 16 temporary points (removable hot glue). • Points on mean axis: • (according to metrology results)

  17. Conclusions • CMM volume is not large enough •  Fiducialisation in several steps •  External control • Machining out of tolerances •  Machining again? •  Adjustment by shimming? • Next steps •  Proposal of a schedule

  18. Proposal of external CMMs • When the assembly DB02E/cradles will be completed and fiducialised, we might consider to ask an external firm to measure it in one step, for example in France: • CETIM Senlis • CMM LEITZ 2400x 1200x 1000 mm • Accuracy :± 1.6µm + L/400 (have to be check) • BEA METROLOGIE Bordeaux • CMM HEXAGON 3000 x 1200 x 1000 mm • Accuracy :± 2.5µm + L/333 • SAPHIR PSMC Ain • CMM ZEISS MMZ2000x1200 x900 mm • Accuracy :± 2.7µm + L/300 • AXIS Valence • CMM Contura G2 ZEISS 2100 x 1200 x 800 mm • Accuracy :± 2.8 µm+L/300

  19. Proposal of a schedule • DB02E : EPUCRET GIRDER DB TYPE-1 for the LAB • DB01E : EPUCRET GIRDER DB TYPE-4 for the LAB • Etat des lieux : • Les V-supports de la poutre DB02E sont usinés (AP) • La poutre DB02E est fiducialisée (Sylvain Griffet et Dominique Pugnat) • Les berceaux (les 4) sont fiducialisés (Sylvain, Lillian Remandet) • Les pièces mécaniques des points d’articulations seront bientôt disponibles (Nicolas Chritin) • Ce qu’il reste à faire pour la poutre DB021E, dans l’ordre : • Plan d’assemblage de DB01E avec ses V-supports et les tolérances associées (Dmitry Gudkov) • Assemblage des V-supports sur DB01E (Philippe de Souza) • Usinage final des V-supports (AP) • Collage des fiducielles sur la poutre (Sylvain) • Mesures en métrologie, poutre chargée (Dominique)

  20. Proposal of a schedule • Ce qu’il reste à faire pour chacune des poutres, dans l’ordre : • Présenter le rapport de métrologie de chaque poutre en réunion CLIC module (Dominique et Sylvain) • Accord pour assemblage (CMWG), Sinon usinage des V ? Réglage ? • Préparation de la visserie (SU ou Philippe?) • Assemblage de deux berceaux par poutre et contrôle en temps réel (Philippe, Sylvain) • Mesure en métrologie des 2 assemblages poutre/berceaux en 2 fois (Dominique) • Sous-traitance de la mesure de l’assemblage poutre DB02E/berceaux dans une CMM plus grande (à définir?) • Transport au 169 pour installation (Nick Gazis?) • Contrôle des points d’articulation (au bras Romer) et assemblage sur berceaux (Sylvain, Philippe) • Plan d’implantation (Dmitri?), implantation (Sylvain), visserie (SU ou Philippe), perçage (Philippe ), réglage des tables (Sylvain), installation poutre (Philippe) • Contrôle des points d’articulation (Sylvain)

  21. Result flatness for plane A Supplementary slide

  22. Result flatness for plane B Supplementary slide

  23. Result flatness for plane C Supplementary slide

More Related