Title: MERLIN RIXS Endstation Design Review
1 MERLIN RIXS Endstation Design Review
Forward Scatter (proposed)
90 Deg Scatter
Back Scatter (proposed)
Sample prep
Beam Direction
Main chamber Assy
Tom Miller 6-30-08
2Basic layout of MERLIN RIXS Endstation
ARPES Endstation
RIXS KB Mirrors
4.0.1 Experiments
3RIXS Endstation
- Chamber includes 3 ports for spectrometers at 45,
90 and 150 degrees. The sample transfer port is
at 195 degrees. A John Pepper designed cryostat
sits on top of a 150mm travel XYZ stage mounted
on an 8 rotary axis. The rotary axis is limited
to 270 degrees of total travel.
4RIXS Support and Pumping Details
- Stand is designed for maximum rigidity with
allowable footprint. The shear plate is not
shown.
The pumping tree will initially have a 150 l/s
pump installed, but the support is designed for
a double-flanged 300 l/s model.
5Sample Prep
- Sample prep with a loadlock chamber. View ports
give views of transfers between chambers.
Basic sample garage design
6Spectrograph and Slit Assembly Overview
Camera shown at minimum and maximum working
distance
7Spectrograph Fundamentals
- The slitless emission spectrograph will be used
at the MERLIN branch line to perform the resonant
inelastic X-ray scattering spectroscopy (RIXS) at
the transition metal M edge (30-150eV). The
schematic plot of the spectrograph is shown in
figure 1.
Figure 1 Schematic plot of the slitless VLS
spectrograph that will be used at MERLIN
beamline. This spectrograph has two optical
components a spherical focusing mirror and two
VLS plane gratings (central line density 2000 and
3000 l/mm). The optical design is shown in figure
2.
977-1282mm
This Page courtesy of Yi-De Chuang 5-20-08
Figure 2 Optical layout of the spectrograph.
8Alignment, resolution and stability requirements
for the spectrograph
See figure 1 for coordinate system
Dimension Alignment tolerance Mechanical steps Design Resolution Stability tolerance
x 100mm N/A 100mm 10mm
y 100mm N/A 100mm 10mm
z 12.5mm 2.5mm (?) 0.1mm 0.5mm
Qx 1o (irrelevant) N/A lt0.1o 0.1o
Qy 6mrad N/A lt1mrad 0.6mrad
Qz 1o N/A lt1mrad 0.1o
Survey tolerance This is a consequence of the
Z-axis resolution
This Page courtesy of Yi-De Chuang 5-20-08
9Spectrometer Stand
Kinematic base plate allows spectrometer to be
removed and replaced with high accuracy.
Spectrometer mounts with one shoulder bolt and
compression spring for safety and repeatability
Slide on Y-strut allows high-precision
translation of grating or slit
10Y axis translation Mechanism
Travel stops on slide prevent damage to slit
assembly.
11Spectrometer translation mechanism
Custom low-profile high rigidity crossed-roller
slide.
Slide shown fully extended
Slide shown fully retracted. Note only one pinch
point - at full extension.
12Spectrometer Optics Chamber mounting
Drilled and tapped mounting bars will be welded
to .38 thick tank bottom. Tank was originally
held by clamps on input and output tubes. Note
bosses for 3-point mounting.
13Spectrometer and slit assembly
The white spectrometer base plate allows complete
off-line alignment of the mirror tank, slits and
camera assembly.
14Slit Fundamentals
- If slits are used, the requirements are as
follows - Minimum gap lt 5 microns, maximum 400 microns
- Mechanism must fit inside the radiation shielding
of the cryostat - Be insertible to within 5mm of the sample
- Be retractable to allow the Main chamber to be
valved out prior to removal of the spectrograph.
Total motion required is 9.75. - Fit inside a 1.87 ID port with clearance to move
/-0.1 in Y - Have step resolution for gap of lt1 micron using
manual micrometer heads
15Slit Assembly
Isolation bellows
Translationbellows
- The 2 unused ports in the cross will be used for
roughing out the slit and potentially for LVDT
connector(s).
16Slit Details
- Stop plate on actuation end of slit assembly has
4-40 stop holes top and bottom to prevent over
closing. Plate itself functions as a stop in the
open direction. Slit will open gt500 microns if
the levers are driven to the stops, but no damage
will result. Round holes in stop plate are for
LVDT wires. Levers are inserted into the assembly
from the actuation end with the stop plate
removed.
17Slit Lever Details
Levers are made from 6061-T6 and are identical
top and bottom. Note ball seat and extension
spring hole on actuation end. Also note ledge at
blade end to prevent blade damage by
over-closing. Slit is fully closed in the relaxed
state. The stress on the 17-4 strip flexures when
open to 500 microns is about 75 ksi. Levers will
include provisions for LVDTs, but none will be
installed initially. The LVDT mounting location
will yield true slit opening if one LVDT is used
or relative blade locations (yielding gap and
position of gap) if 2 are used.
18Slit Feedthrough Detail
- Tension spring keeps the lever loaded against the
micrometer and the compression spring nearly
cancels the vacuum loading from the bellows. This
allows the micrometer to see a 3 lb thrust when
under vacuum. At air, the required thrust is 6
lb. Gold cylinder is a linear bearing. Orange
disk is a shim that allows large adjustments of
the micrometer zero. Small changes are made by
moving the micrometer in the clamp. Green-gray
spring mount slips into cross.
19Slit Mechanism Mounting
- The slit mechanism is independently alignable to
the spectrometer. The opposing bellows make this
alignment independent of vacuum forces. The 4
tooling balls on the mirror tank will be
fiducialized to the grating. The position of the
slit can then be related to the tooling balls.
20Spectrograph Camera
- Camera is mounted to a standard 12 travel slide.
Slide includes a linear encoder, index mark and
limit switches. White shim plates allow alignment
of the camera spool to the exit flange of the
mirror tank.
21Camera Bellows Support
- Low cost linear bushings ride on stainless guide
rods.
22Slit to Cryostat Relationship
- Note the intrusion of the slit into the cryostat
assembly during use. Hard stops on the
manipulator Y-axis will be required.
23Seismic Calculations
RIXS Endstation
Seismic Calculations for Concrete Floor Anchors Seismic Calculations for Concrete Floor Anchors Seismic Calculations for Concrete Floor Anchors Seismic Calculations for Concrete Floor Anchors Seismic Calculations for Concrete Floor Anchors
Description Total Weight W, (lbs.) Horizontal Acceleration, Wx0.7 (lbs.) Height H, (in.) Distance D, (in.) Leverage Ratio, (D/H) Number of Anchors Tension Load (lbs.) Tension Load per Anchor (lbs.) Shear Load per Anchor (lbs.) Anchor Size (Dia, in.) Anchor Type (HDI) Allowable Tension Load per Anchor (lbs.) Allowable Shear Load per Anchor (lbs.) Combined Shear Tension Load Factor (lt1) Safety Factor ( gt 1) Notes
RIXS Spectrometer assy (5 anchors actual) 1300 910 37 28.00 1.32 2 1203 1203 455 1/2 HDI 2374 1798 0.76 1.32 Non-symmetrical pattern. Assumes one anchor restricting rotation about a line formed by 2 other anchors. Very conservative case. Actual shear loads would be 40 of calculated value.
RIXS Spectrometer assy (5 anchors actual) 1300 910 37 21.00 1.76 4 1603 802 228 1/2 HDI 2374 1798 0.46 2.15 Non-symmetrical pattern. Assumes two anchors restricting rotation about a line formed by 2 other anchors. Conservative case.
RIXS Sample Prep (2 anchors and 4 1/2" bolts) 700 490 33 14.00 2.36 2 1155 1155 245 1/2 HDI 2374 1798 0.62 1.61 Non-symmetrical pattern. Assumes one anchor restricting rotation about a line formed by one anchor and one bolt. Actual shear loading is 33 of calculated value.
RIXS Sample Prep (2 anchors and 4 1/2" bolts) 700 490 33 21.00 1.57 4 770 385 123 1/2 HDI 2374 1798 0.23 4.34 Non-symmetrical pattern. Assumes two anchors restricting rotation about a line formed by two bolts. Actual shear loading is 66 of calculated value.
RIXS Main Chamber assy Prep (7 anchors total) 2400 1680 29.5 28.00 1.05 4 1770 885 420 1/2 HDI 2374 1798 0.61 1.65 Includes moment induced by prep system. Non-symmetrical pattern. Assumes two anchors restricting rotation about a line formed by two anchors. Conservative case.
RIXS Main Chamber assy Prep (7 anchors total) 2400 1680 29.5 33.00 0.89 4 1502 751 420 1/2 HDI 2374 1798 0.55 1.82 Includes moment induced by prep system. Non-symmetrical pattern. Assumes two anchors restricting rotation about a line formed by two anchors. Conservative case.
Acceleration Lever. Ratio Tension Ten. / Anchor Shear HDI Shear,Ten. Safety Factor
Hilti Drop in Anchors, Type HDI
Max Depth (in.) Anchor Size (Dia, in.) Tension Load Allowable (lbs.) Shear Load Allowable (lbs.) Minimum Spacing (in.)
1 9/16 3/8 1483 1210 5.5
2 1/2 2374 1798 7.0
2 9/16 5/8 3884 3447 9.0
3 3/16 3/4 5406 4862 11.0
lt
24Questions and Observations