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BEPCII Prealignment Installation Survey and Alignment

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Measurement devices are laser tracker, leica NA2 and electronic gradienter. ... We use the total station of Leica TDM5005 to survey the surface network in ... – PowerPoint PPT presentation

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Title: BEPCII Prealignment Installation Survey and Alignment


1
BEPCII Prealignment Installation Survey and
Alignment
  • Accelerator Center of IHEP
  • Xiaolong Wang
  • 2007.5.3

2
Brief introduction of BEPCII Alignment
  • BEPCII alignment can be divided into three parts,
    calibration magnets, prealignment installation
    and tunnel survey and alignment.
  • As BEPCII is constructed in the existing BEPC
    tunnel, the space for survey and installation is
    very narrow. So we arranged calibration magnets
    and prealignment installation in a hall outside
    of the tunnel.
  • There are 84 cells need to do prealignment
    installation ,and it was started on August 2005
    and finished on August 2006.

3
BEPCII Prealignment Installation introduction
  • We arranged two groups to do magnets calibration
    and prealignment installation together. Each
    group includes two alignment technicians and two
    workers. Beside these, a lift worker worked for
    these two groups.
  • Measurement devices are laser tracker, leica NA2
    and electronic gradienter.
  • The components need to install in a cell
    generally are dipole, quadruple, sextuple, BV
    magnet, vacuum system, girder and so on.
  • Each time can install two cells and finished in
    4-5 days.

4
BEPCII Prealignment Installation introduction
  • According to the sequence of the prealignment, it
    includes calibration magnets, install magnets on
    the girder, roughly adjust the magnets, install
    vacuum system, precisely adjust the magnets and
    the vacuum chamber, fix the magnets and the
    vacuum system to the girder, lifting and
    transport the cell to the tunnel.
  • We use laser tracker to do magnets calibration.
    Through measuring the fiducial planes and the
    fiducal points on the magnet, we can construct a
    frame for the magnet, in this frame we can get
    the coordinates of the fiducal points.

5
BEPCII Prealignment Installation introduction
Calibration dipole
Prealignment cell
Calibration sextuple
6
BEPCII Prealignment Installation introduction
  • Accelerator physics requires dipoles Roll
    tolerance should be 0.1mrad, its can not be
    realized only with laser tracker. We use leica
    NA2 and electronic gradienter to do the Roll
    calibration.

Electronic gradienter
Target
Leica NA2
Fiducial plane
Adjust the lower pole to level
Measure dipoles Roll
7
BEPCII Prealignment Installation introduction
  • After get the calibration coordinates of the
    magnets that are installed in one cell, we should
    calculate the nominal coordinates of these
    magnets. For each cell, we constructed a frame.
    The frames origin is on the center of the
    dipole, z points to the beam direction, y
    vertically points to the up, right hand
    coordinate system. According to the parameters
    given by accelerator physics we can convert these
    calibration coordinates to the nominal
    coordinates in the cell frame.
  • After get the nominal coordinates, we input them
    into the laser tracker and then survey and adjust
    the magnets to the required installation
    precision.

8
BEPCII Prealignment Installation introduction
  • We found temperature change can markedly
    influence the precision of the magnets position.
    Its necessary to do some correction to the
    nominal coordinates.
  • Through longtime experiment, we got an
    appropriate correctional coefficient, each time
    before adjustment, we use this coefficient
    multiply the nominal coordinates to do the
    correction.

9
BEPCII Prealignment Installation introduction
  • Requirement of magnets calibration and
    prealignment installation precision.

X (mm) Y (mm) Z (mm)
quadruple 0.05-0.08 0.05-0.08 0.08
sextuple 0.05-0.08 0.05-0.08 0.08
BV magnet 0.15 0.15 0.15
vacuum chamber 0.5 0.3 0.5
X (mm) Y (mm) Z (mm)
dipole 0.1 0.1 0.15
quadruple 0.04 0.04 0.1
sextuple 0.05 0.05 0.1
BV magnet 0.15 0.15 0.15
magnets calibration precision
prealignment installation precision
10
BEPCII storage rings alignment introduction
Storage Ring 240 meters long
LINAC, 202 meters long
Beijing Synchrotron Radiation Facility
Two transport lines, total 160 meters long
Beijing Spectrometer
Beijing Synchrotron Radiation Facility
11
BEPCII storage rings alignment introduction
  • The BEPCII Surface Network consists of 4
    permanent monuments named T65P, T65E, L101 and
    L102. We use T65P and T65E to control the storage
    ring position, use the L101 and L102 to control
    the LINAC position.

LINAC
Storage Ring
Transport Line
230 meters
Two permanent points to control ring
Y
Two permanent points to control LINAC
X
12
BEPCII storage rings alignment introduction
  • LINAC alignment was finished in 2005, here only
    introduce the storage rings installation and
    alignment.
  • We layout a three dimensional control network in
    storage rings tunnel, measure its horizontal
    coordinate with total station and laser tracker,
    measure its vertical coordinate with level, and
    then we measure and adjust the components
    position with laser tracker relative to the three
    dimension network.

13
The Alignment Tolerance(rms)
  • The global point error of horizontal network is
    0.82mm
  • The relative point error of horizontal network
    between two adjacent control point is 0.08mm.
  • The global point error of vertical network is
    0.33mm
  • The relative point error of vertical network
    between two adjacent control point is 0.06mm.
  • The global position accuracy of equipment in
    horizontal is 0.82mm and vertical is 0.33mm.
  • The relative position accuracy of equipments in
    horizontal and vertical is 0.15mm

14
BEPCII storage rings alignment introduction
  • The surface network in horizontal consist of 37
    main control points.
  • In collision area (from R25 to R30) and aisle
    area (R37,R1,R17,R18 ), we have to measure
    between long distance and the interference to
    measurement is great, so we use total station
    TDA5005 to measure the surface network. It needs
    about 5 days.

The surface network of the BEPCII storage rings
15
BEPCII storage rings alignment introduction
We use the total station of Leica TDM5005 to
survey the surface network in horizontal in
forced centering mode on the ground.
  • The total station was centered on the point to
    measure the directions and distances of other
    points like the figure. The triangulation
    measurement accuracy of the total station is 2.2
    seconds. The distance measurement accuracy of the
    total station is 0.17mm.

16
BEPCII storage rings alignment introduction
  • In the arc area, we have good measurement
    environment, so use laser tracker to measure the
    surface network can be efficiently.

monuments on the wall .about 1.8m high
Laser tracker .
  • The floor and wall of storage rings tunnel was
    populated with 3 dimensional monuments

monuments on floor along the girder . intervals
are about 3.5m
monuments on floor along the foot of the wall .
The Cut View of Tunnel
17
BEPCII storage rings alignment introduction
Laser tracker station
  • Each station, laser tracker measures two front
    sections and three back sections. In one station
    20 monuments can be measured.
  • It needs about 10-12 days to finish the network
    survey by laser tracker.

monuments
Laser tracker surveys tunnel network
18
BEPCII storage rings alignment introduction
Optical tooling scale for measuring height of
wall monument
  • We use the Leica NA2 level to measure the
    vertical coordinate of the tunnel network.
  • The level is setup along tunnel at intervals of 7
    meters to measure the height of every monument in
    direct and reversed observation mode.

The leveling staff for measuring the height of
floor monument
19
BEPCII storage rings alignment introduction
  • The closing error of height in direct and
    reversed observation should be less than 0.1mm.
  • Using shanwei software to do the vertical
    coordinate adjustment.
  • The maximum absolute vertical coordinate error
    should be 0.33mm(rms). The maximum relative
    vertical coordinate error between adjacent
    control points should be 0.06mm.

20
BEPCII storage rings alignment introduction
  • The construction of 3 dimensional nominal
    coordinate of the tunnel network .
  • The three dimensional coordinate of the network
    consists of horizontal coordinate and vertical
    coordinate.
  • The horizontal coordinate stems from a
    measurement to the network in horizontal with
    total station and tracker.
  • The vertical coordinate stems from a measurement
    to the network in vertical with level.

21
BEPCII storage rings alignment introduction
  • For the installation and alignment of the storage
    ring, we use laser tracker to align the
    components with respect to the 3D tunnel control
    network, and also improve the alignment accuracy
    with level and electronic gradienter .
  • Before adjust a cell, we first check the position
    correlation of the magnets on the girder. If
    their correlation occurs to change and dont
    satisfied with the requirement, we will readjust
    them.

22
BEPCII storage rings alignment introduction
  • When adjusting the position of a component, we
    first use the laser tracker to measure monuments
    populated in 3 dimensions adjacent to the
    component, and best-fit the actual coordinates of
    these monuments to their nominal coordinates of
    the network, the standard deviation of the
    best-fit should be less than 0.07mm. After the
    best-fit of coordinates, the difference between
    nominal position and actual position of the
    component can be displayed by laser tracker.
  • Adjust the component until the offsets within
    required installation precision.
  • We measured the tunnel network and components
    again after all components of BEPCII storage
    rings had been wholly installed, then smoothed
    all the components.

23
BEPCII storage rings alignment introduction
  • Storage rings alignment schedule.
  • Jul. 2005 - Aug. 2005 Survey the tunnel network.
  • Sep.2005 Oct.2005 Mark beam lines on the tunnel
    floor.
  • Mar.2006 Sep.2006 Storage rings tunnel
    installation and alignment.
  • Oct.2006 Nov.2006 The adjustment to smooth all
    the components.

24
BEPCII storage rings alignment introduction
  • Tolerable displacements for storage ring magnets
    (components) defined by the accelerator physics

The circumference of storage rings cannot
deviate from its design value by more than 5mm
the difference between two rings has to be set
within 4mm.
25
Summary
  • According to the component installation tolerance
    of the BEPCII storage rings which accelerator
    physics gives, the scheme of every taches had
    been carefully studied and the total tolerance
    was reasonably distributed to the taches in
    course of the component installation. So the
    total tolerance of the component installation is
    successfully limited in the range of physics
    requirement.
  • Thanks for your attentions !
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