Jean-Christophe Gayde CERN-EST/SUEDMS Id: 39058711 Juin 2003 ATLAS TILE CALORIMETER PRE-ASSEMBLY SURVEY DATA ANALYSIS CO-ORDINATE SYSTEM DEFINITION 11.

Slides:



Advertisements
Similar presentations
Defining the Viewing Coordinate System
Advertisements

Abstract Mechanical Inspection and Survey Steven Seiler, NSLS-II Project The Survey and Alignment Group is often the first and last to work with the Storage.
& Géraldine Conti May 21, 2007Monday Seminar 1 Detector Boxes Fiducialisation IT Frame Survey.
Mechanical Engineering Design Review BL ARPES Endstation Derek Yegian, Jonathan Denlinger, Keith Franck 4/18/2008.
Electric field calculation for the neutron EDM SNS experiment. Septimiu Balascuta Ricardo Alarcon ASU, 02/07/2008.
Alignment of DB and MB quadrupoles Hélène MAINAUD DURAND 17/11/2011 With a lot of input from Sylvain GRIFFET.
Tagger and Vacuum Chamber Design. Outline. Design considerations. Stresses and deformations. Mechanical assembly.
The Ariel Assembly Instruction By Laser Dollhouse Designs.
Design Office meeting Design office meeting.
1 Detector position August 2005, supplement May’06 sub- detectormean Zdelta ZZ_startZ_end TT First pillar =1 st shelf at sides
Adapted from Walch Education 1.4.1: Describing Rigid Motions and Predicting the Effects 2 Rigid motions are transformations that don’t affect an object’s.
1/9 Hélène Mainaud Durand Sylvain GRIFFET, 28/11/2011 BE/ABP-SU/ Adjustment of 4 Drive Beam Quads positions on TM0 CLIC girders EDMS Document No
Tagger and Vacuum Chamber Design. Outline. Design considerations. Stresses and deformations. Mechanical assembly.
The Laser Reference Line Method and its Comparison to a Total Station in an ATLAS like Configuration. JINR: V. Batusov, J. Budagov, M. Lyablin CERN: J-Ch.
Computer Graphics: Programming, Problem Solving, and Visual Communication Steve Cunningham California State University Stanislaus and Grinnell College.
Measurement report of Boostec girders 1/13 Sylvain GRIFFET, 15/11/2010 Measurements performed on the 28th of October 2010 with the Laser Tracker LTD500.
Pixel Support Tube Requirements and Interfaces M.Olcese PST CDR: CERN Oct. 17th 2001.
General Instructions for “KidWind Light” wind tunnel.
Preparation of wall position Alignment of A and C side in closed position Creation of reference system Translation of reference system to open position.
Experimental hall in Japanese mountain site Y. Sugimoto 1.
H. MAINAUD DURAND, on behalf of the CLIC active pre-alignment team MDI alignment plans IWLC2010 International Workshop on Linear Colliders 2010.
ATLAS EXPERIMENT INTEGRATION TASK: SPACE MANAGEMENT Tatiana Klioutchnikova 05/06/
SCT Endcap Module Initial Alignments Using Survey Data Paul S Miyagawa University of Manchester.
1/12 Sylvain GRIFFET, 17/10/2011 BE/ABP-SU/ Simulations of laser tracker AT401 measurements on TM0 CLIC girders EDMS Document No
Vectors and the Geometry of Space 9. Three-Dimensional Coordinate Systems 9.1.
Fermilab Dr. O’Sheg Oshinowo IWAA2010 Conference DESY, Hamburg, Germany September 13-17, 2010 The NO A Experiment Gary Feldman Harvard University Survey.
Status of the Alignment 17/12/04 Dario Autiero. Measurements taken so far: 13/9 TT8 On the mounting arch 12/11 TT7 Standalone in the target 19/11 TT7.
V part 1 Obtained from a Guildford County workshop-Summer, 2014.
Translations, Rotations, Reflections, and Dilations.
WHICH TRANSFORMATIONS DO YOU KNOW? ROTATION WHICH TRANSFORMATIONS DO YOU KNOW? ROTATION.
A. Behrens BE-ABP-SU-EM 1 Forum on Tracking Detector Mechanics 04 July 2012 Survey and Large Scale Metrology of Tracking Detectors for LHC Experiments.
CLIC survey and alignment 1 CLIC CES meeting STARTSLIDE CLIC SURVEY AND ALIGNMENT Hélène MAINAUD DURAND.
Dmitry Gudkov BE-RF-PM CLIC Module Working Group Engineering design of the adjustable supporting system for DBQ.
LHCb Experimental Area Meeting V. Bobillier1 Earth network in UX85 experimental cavern.
Transformations To move a figure in the coordinate system to another location or image, by a rule.
Short range alignment strategy in CLEX and first results CLIC Workshop January 2015 on behalf of : Hélène Mainaud-Durand, Mateusz Sosin Mathieu.
TAS at IP5 Present situation and plans François BUTIN TS/LEA.
Transformations on the Coordinate Plane: Translations and Rotations.
The HCAL barrel absorber structure
E.Guschin (INR) 21 November 2003Integration EDR PRS/SPD static envelop, assembly and installation Detector layout Static envelop along the beam Detector.
COLLEGE OF ENGINEERING UNIVERSITY OF PORTO COMPUTER GRAPHICS AND INTERFACES / GRAPHICS SYSTEMS JGB / AAS D Geometric Transformations Graphics Systems.
Max-Planck- Institut für Plasmaphysik U. Schultz, Assembly- Technology Working package Port assembly 1 Working package Port assembly Uwe Schultz.
EBC dial indicators The next slides are the graphic representation of the dial indicator measurements The values shown are the values as read from the.
LEB meeting March 21 st, 2012 LHCb Survey Tolerances and Stability estimation Jean-Christophe Gayde March 21 st, 2012 LEB Meeting - EDMS n° XXXXXXX1March.
Additional muon stations for the Upgrade of the Elevator Regions in the ATLAS Muon Spectrometer. Installation scenario, status on the installation tools.
M. Lefebvre, 19 June 2003HEC-EMEC beam test geometry1 Nominal Beam Test Coordinate System Let S(x,y,z) be the “nominal beam test” coordinate system  It.
VELO Integr - Jan06Jean-Christophe GAYDE TS/SU EDMS n° SURVEY FOR VELO INSTALLATION 1.SURVEY AT GROUND FLOOR - FIDUCIALISATION 2.SURVEY FOR INSTALLATION.
Redesign of LumiCal mechanical structure W.Daniluk, E.Kielar, J.Kotula, K.Oliwa, Wojciech Wierba, L.Zawiejski Institute of Nuclear Physics PAN Cracow,
Booster bpm’s Jim Crisp 3/29/06. Plate width and linearity with the response linearized along the axis 60 and 20 degree plates become nonlinear in the.
1) News on the long scale length calibration 2) Results of the two surveys performed on plane 7 Set 1: morning of 12/11/2004 Set 2: morning of 19/11/2004.
Neutrino 1 Assembly Process. Neutrino 2 Assembly Process Step 1: Basement I beams positionned and fixed on the ground. Flatness checked.
CS 325 Introduction to Computer Graphics 02 / 19 / 2010 Instructor: Michael Eckmann.
D. Missiaen – 13/06/2014. D. Missiaen 13/06/ Agenda Introduction to alignment techniques Reserved space for Survey The CERN Co-ordinates System.
TE-MSC. 07/04/2016 Jose Ferradas TE-MSC-MDT Alejandro Carlon TE-MSC-MDT Juan Carlos Perez TE-MSC-MDT On behalf to MSC-MDT section and Coil working group.
Installation of the waveguides between MB T0#2 and DB T0#2
Neutrino v2.1 structural assessment
Teknologi Dan Rekayasa
Vectors and the Geometry
Additional muon stations for the Upgrade of the Elevator Regions in the ATLAS Muon Spectrometer. Integration issues Denis Diyakov, Alexander Seletskiy,
Copyright © Cengage Learning. All rights reserved.
Hcal Geometry (second version)
SiD Engineering Status Report
Notes 7-2 The Coordinate Plane.
Vectors and the Geometry
Coordinate system for the GIF as defined for CMS RPCs
Transformations Geometry
Unit 1 Transformations in the Coordinate Plane
Maps one figure onto another figure in a plane.
Unit 1 Transformations in the Coordinate Plane
Graphing on a Coordinate plane
Presentation transcript:

Jean-Christophe Gayde CERN-EST/SUEDMS Id: Juin 2003 ATLAS TILE CALORIMETER PRE-ASSEMBLY SURVEY DATA ANALYSIS CO-ORDINATE SYSTEM DEFINITION 11 Juin 2003 PRE ASSEMBLY SURVEY SYSTEM LOCAL SYSTEM OF TILE MODULES – FIDUCIALISATION PROPOSAL FOR A TILE SYSTEM LINK TO THE NOMINAL TILE GEOMETRY INSTALLED ON THE BEAM LINE INSIDE THE CAVERN TRANSFORMATION OF MEASURED POINTS FROM SURVEY SYSTEM TO TILE SYSTEM EXAMPLE OF TRANSFORMATION USING ALL MODULE FIDUCIAL MARKS EXAMPLE OF TRANSFORMATION USING SADDLE FIDUCIAL MARKS NAMING OF THE FIDUCIAL MARKS

PRE ASSEMBLY SURVEY SYSTEM  ORIGIN: centred on the cradle and z = 0 at the level of the theoretical axis of the Tile sitting on the Cradle - I. Nikitine, October 2002  Ysu axis: The direction of the Y axis is defined by the line between the two centre points of the extreme supports of the cradle faces BACK and FRONT, Y is horizontal  Xsu axis: The direction of the X axis is defined perpendicular to the Y axis and passing through the line centred on the 2 grooves (width 2mm) at the middle of the cradle plates, X is horizontal  Zsu axis: The Z axis is vertical and is perpendicular to the X and Y axis, positive to the top See the document: EDMS number: ATL-LE-UR-0031 The Survey System was defined just after the Cradle installation It was linked to the Cradle position at this moment Survey System is not moving with the TILE/CRADLE/SADDLE It is not changed during the preassembly, except some refresh Jean-Christophe Gayde CERN-EST/SUEDMS Id: Juin 2003 SURVEY SYSTEM DEFINITION

SU System is materialised by a survey network fixed to the stable structure of the Building 185 Survey network: Survey points on the floor and 1m wall – far away from Tile – for vertical stability measurements Survey brakets link to the Salève side wall, 2 levels Survey tripods and brackets fixed to the Jura side survey towers, 2 levels SU System is needed for the survey measurements (link to the vertical) Hall 185 Top view PRE ASSEMBLY SURVEY SYSTEM Jean-Christophe Gayde CERN-EST/SUEDMS Id: Juin 2003

LOCAL SYSTEM OF TILE MODULES - FIDUCIALISATION Origin for Extended Barrel Module: Middle of the bottom Girder edge on the ITC side; Origin for Barrel Module: Middle of the bottom Girder plane; X axis: in the mean plane of the 4 girder reference points, perpendicular to the Y axis; Y axis: in the mean plane of the 4 girder reference points, coincided with the girder longitudinal axis; Z-axis: perpendicular to the mean plane of the 4 girder reference points, positive to the top. FM-FB FM-FM FM-FT FM-IT FM-IB IGL IGR FGR FGL Extended Barrel Module Module System: Used for fiducial marks positionning and control for each individual module Jean-Christophe Gayde CERN-EST/SUEDMS Id: Juin 2003

Origin: IP theoretical position XT: Perp. to ZT and in the plane between modules position and 01-64, positive to “LHC” centre; YT: Perp. To XT ZT, positive to the top; ZT : Along the Tile Axis, positive from C to A side. EBC PROPOSAL FOR A TILE SYSTEM LINK TO THE NOMINAL TILE GEOMETRY INSTALLED ON THE BEAM LINE INSIDE THE CAVERN Jean-Christophe Gayde CERN-EST/SUEDMS Id: Juin 2003

TO GIVE THE MEASURED XYZ IN THE TILE SYSTEM: WE PROPOSE TO USE THE SADDLE END BEAM POINTS – CLOSE TO THE ATLAS RAILS - FOR THE CALCULATION OF THE TRANSFORMATION PARAMETERS SADDLE END BEAM POINTS USED FOR THE CALCULATION OF THE TRANSFORMATION PARAMETERS EBC TRANSFORMATION OF MEASURED POINTS FROM SURVEY SYSTEM TO TILE SYSTEM 3D TRANSFORMATION FROM SYST A TO SYST B: Calculation of best fit translation and rotation parameters using a set of points known in both systems application of these parameters to all the points known in syst. A Jean-Christophe Gayde CERN-EST/SUEDMS Id: Juin 2003

EBC ITC SIDE (A) - COMPARISON TO NOMINAL IN TILE SYSTEM AFTER 3D TRANSFORMATION – ALL MODULE POINTS (A and C side) USED FOR TRANSFORMATION PARAMETERS CALCULATION EXAMPLE OF TRANSFORMATION USING ALL MODULE FIDUCIAL MARKS Jean-Christophe Gayde CERN-EST/SUEDMS Id: Juin 2003

EBC ITC SIDE (A) - COMPARISON TO NOMINAL IN TILE SYSTEM AFTER 3D TRANSFORMATION – ALL SADDLE POINTS (A and C side) USED FOR TRANSFORMATION PARAMETERS CALCULATION EXAMPLE OF TRANSFORMATION USING SADDLE FIDUCIAL MARKS Jean-Christophe Gayde CERN-EST/SUEDMS Id: Juin 2003

Recent Proposal from Kathy Pommès and Matthew Sharp Document under approval Tile Calorimeter Naming Conventions ATC-OP-QA-0004 Survey marker name = 4.. Marker locations for all systems are of the form: SF_NN, where: S = Survey Marker; F = Face of Slot; NN = Marker position on face For the Tile: refers to the side of the module the marker is situated on: A or C I, M or O, inner, middle or outer radius. NAMING OF THE FIDUCIAL MARKS Jean-Christophe Gayde CERN-EST/SUEDMS Id: Juin 2003