Title: Mechanical Engineering Design Review
1Mechanical Engineering Design Review
- BL 4.0.3 ARPES Endstation
Derek Yegian, Jonathan Denlinger, Keith
Franck 4/18/2008
2Beamline 3D Layout
Monochromator
M322
M323
M302
M303
G301
G302
G302 (temp)
M321/M331
RIXS
Entrance slit
Gas Cell
Exit slit
M332
M333
ARPES
TOF
3Endstation Layout
M322
M323
RIXS
M332
M333
ARPES
44
TOF (2-bunch only)
4ARPES Phase 1 (Sept. Installation)
Beam
Fixed Spool
Sample rotation 2-part rotary
Analyzer Fixed, horizontal
Turntable Locked in place
5Support Structures (a)
- Two independent supports
- A) Vertical load (2000 lbs) of chamber/analyzer
carried through SKF spherical plain bearing on
base plate
6Support Structures (b)
- Two independent supports
- B) Horizontal load and moments carried through
six-strut assembly - Minor vertical load of tabletop and ancillary
structure
7Chamber Assembly (a)
- Vertical rotation Alignment
Goal Top chamber flange to rotate with 20
micron sphere of confusion (1) Turntable on top
plate -- turntable rests on angled surface of
cam bearings (2) Align bottom bushing to
turntable rotation axis using dial indicator
8Chamber Assembly (b)
- Vertical rotation Alignment
(3) Install pumping base and top chamber through
the turntable (4) Align top flange of chamber to
rotation axis for position and
perpendicularity - use dial indicator -
adjustment screws for tilt, radial
9Chamber Assembly (c)
- Vertical rotation Alignment
(5) Tighten bolts on bottom alignment plate (6)
Raise lower support bearing (still allows
chamber rotation) -- swivel self-aligning
bearing 30,000 lb. capacity -- leveling pad
vertical adjustment -- plan for 1 mm vertical
rise (chamber fiducialization) -- takes weight
off cam bearings / six strut support
assembly (7) Phase I Clamp chamber to base
plate (no rotation) -- keep lifted off cam
bearings
Tighten bolts
Raise feet by 1mm
10Chamber Port Accuracy
Goal Top chamber flange to rotate with lt10
micron axis of confusion (1) Top port alignment
to bottom flange -- center offset dx0.0067
dy0.0142 , dr0.0157 -- parallelism dz
24.375 dA 0.6 millirad (2) Intersection of
analyzer flange to vertical axis dz
-0.0185 (from design value of 9.0 below top
flange) -- not crucial align beam to analyzer
sample to beam dy -0.0076 (crucial for
polar rotation)
analyzer
analyzer
11Seismic Parameters
Center of gravity
Base Floor Bolting Pattern
- Floor survey
- 3 existing 1/2 HILTI (type HDI) shells do not
affect new anchor locations - No grade beam conflicts
- Add four new 1/2 HILTI (type HDI) expansion
anchors on 48x44. - Factor of safety
- 1.4 (w/o vacuum load)
- 1.3 (vacuum load)
Manipulator/Centiax 75 lbs _at_ 83.8
47
Rotary Seal 40 lbs _at_ 71.9
Analyzer 325 lbs _at_ 58 Off-axis 32 est.
Chamber 400 lbs _at_ 51.3
60
450 lbs _at_ 36.5
X
Struts 150 lbs _at_ 26
Pumping Tree 450 lbs _at_ 27
Wgt 3350 lbs. Height 25.5
IP 250 lbs _at_ 17.1 Off-axis 20
Weldment 1350 lbs _at_ 6.35
12Seismic Safety
(Following Engineering note AL0015)
Center of Gravity 3700 lbs at 28.6 from floor
(2.38 towards analyzer) Floor Anchoring use
new ½ HILTI HDI on 48 x 44 Allowable loads
Tension 2,374 lbs. / Shear 1,798 lbs.
min. lever distance from bolt to edge 46
Horizontal inertial load in earthquake as high
as 0.7 g acceleration x 3700 lbs. 2580
lbs. Tension load due to overturning worst
case leverage ratio 25 / 21.8 .62 pull-out
load on two anchors 2580x.62 1600
lbs. pull-out load (tension) per anchor 1600 /
2 800 lbs. Shear load due to sliding shear
load per anchor 2580 / 4 640 lbs. Safety
Factor 1/( (800/2374) (640/1798) ) 1.4 If
500 lbs of vacuum load added (equiv. 450 lbs
towards analyzer, 210 lbs perp. analyzer) Safety
Factor 1 / ( (3030.57/2/2374) (3030/4/1798))
1.3
13Top Rotary Seal
- (Phase I)
- Standard 2-part face seal (have in hand)
- -- APX design --gt LBNL --gt DV Manufacturing
(fab) - H1.81
- -- double-sided flange on bottom for clearance
of top ports - standard H0.87
- -- double-sided flange on top to match Phase II
height - custom H1.8535 (or 2 x 0.87 1.74?)
- Sum 4.53
- (Phase II)
- -- Custom 3-part radial seal H 4.53375
- -- bottom connects to rotatable chamber
(analyzer polar angle) - -- middle connects to fixed stand
- -- top connects to rotatable manipulator (sample
polar angle)
14Analyzer Rotation
- (Phase I)
- -- rigid nipple
- -- analyzer in horizontal geometry (vertical
slit) - -- support bracket off of base plate
- -- increase rigidity to stand
- (Phase II)
- -- Custom high load 2-part radial seal
- -- Rotation for selection two orientations (not
scanning) - -- Slow rotation speed (factor for safety)
- -- Sliding contact of analyzer lens mu-metal
with chamber mu-metal (?)
15Summary
Phase 1 (Sept. install) Fixed chamber and
analyzer Turntable installed but locked
down Assembly will require extensive
alignment Vertical load taken by spherical
bearing Phase 2 Need robotics safety review/plan
for motions Vacuum load preloads cam
bearings Seismic loading has a factor of safety
of 1.27 min. Redesign of analyzer mu-metal liner
may be needed