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Mechanical Engineering Design Review

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... shells do not affect new anchor locations No grade beam conflicts Add four new 1/2 HILTI (type HDI) expansion anchors on 48 x44 . Factor of safety ... – PowerPoint PPT presentation

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Title: Mechanical Engineering Design Review


1
Mechanical Engineering Design Review
  • BL 4.0.3 ARPES Endstation

Derek Yegian, Jonathan Denlinger, Keith
Franck 4/18/2008
2
Beamline 3D Layout
Monochromator
M322
M323
M302
M303
G301
G302
G302 (temp)
M321/M331
RIXS
Entrance slit
Gas Cell
Exit slit
M332
M333
ARPES
TOF
3
Endstation Layout
M322
M323
RIXS
M332
M333
ARPES
44
TOF (2-bunch only)
4
ARPES Phase 1 (Sept. Installation)
Beam
Fixed Spool
Sample rotation 2-part rotary
Analyzer Fixed, horizontal
Turntable Locked in place
5
Support Structures (a)
  • Two independent supports
  • A) Vertical load (2000 lbs) of chamber/analyzer
    carried through SKF spherical plain bearing on
    base plate

6
Support Structures (b)
  • Two independent supports
  • B) Horizontal load and moments carried through
    six-strut assembly
  • Minor vertical load of tabletop and ancillary
    structure

7
Chamber 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
8
Chamber 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
9
Chamber 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
10
Chamber Port Accuracy
  • CMM report

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
11
Seismic 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
12
Seismic 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
13
Top Rotary Seal
  • Phase I vs Phase II
  • (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)

14
Analyzer Rotation
  • Phase I vs Phase II
  • (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 (?)

15
Summary
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
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