SiD Surface assembly Marco Oriunno (SLAC) MDI-CFS Meeting Sep. 4-6, 2014, Ichinoseki (Japan)
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Transcript of SiD Surface assembly Marco Oriunno (SLAC) MDI-CFS Meeting Sep. 4-6, 2014, Ichinoseki (Japan)
![Page 1: SiD Surface assembly Marco Oriunno (SLAC) MDI-CFS Meeting Sep. 4-6, 2014, Ichinoseki (Japan)](https://reader038.fdocuments.us/reader038/viewer/2022110205/56649c7b5503460f9492f501/html5/thumbnails/1.jpg)
SiD Surface assembly
Marco Oriunno (SLAC)
MDI-CFS Meeting Sep. 4-6, 2014, Ichinoseki (Japan)
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SID Assembly Assumptions
WeightMetric Tons
Tracker 1.5Barrel Ecal 60Barrel Hcal 450Coil 162Barrel Iron 3100Total Barrel 3773 Endcap Ecal 10Endcap Hcal 38Endcap Iron 2100Pacman 100BDS 5Total Door (x1) 2253 Total SiD 8278
1. Maximum Permissible Load on Road, 60 ÷ 80 tons
2. Assembly on surface of Magnet, Solenoid, Hcals
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BaselineOrthogonal
Op.1Parallel
Op.3C-shapeParallel
Op.2C-shapeOrthogonal
Assembly Hall Layout Option
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Assembly Yard - CMS
140 m
223 m
150 m
34,000 m2
25 m
Con
trol
Roo
mO
ffice
s
Gas 1
Gas 2
GHe
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Assembly Yard - CMS
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CMS Assembly Hall
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Handling of Large Weights
CMS Lowering Start-to-End = 12 months for 11 large components < 2,000 Tons
i.e. ~ 1 Heavy lift /month
3 rings
3 rings
5 rings
Endcap -
Endcap +
Barrel
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ILC
• SID = 3 components (2 x 2,500 T and 1 x 4,000 T)
• ILD = 5 components ( 3 barrel rings and two doors)
• SID+ILD Combined < CMS
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Surface Hall Contruction Schedule
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Ground Leveling, Pockets excavationt1=0.5 yearst0=0.5 years
Surface Hall Contruction Schedule
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Assembly Hallst1=0.5 years
t0=1 year
Surface Hall Contruction Schedule
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Platformst1=0.5 yearsto=1.5 years
Surface Hall Contruction Schedule
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Bridge cranest1=0.5 yearsto=2.0 years
Surface Hall Contruction Schedule
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Detectors constructionT1=4.0 yearsTo=6.0 years
Surface Hall Contruction Schedule
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Shaft excavationT1=2.0 yearsTo=6.0 years
Surface Hall Contruction Schedule
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SID Assembly Workflow
~ 60 tons Road Transport
Bridge Crane~ 200 tons
Gantry4,000 tons
Tasks
1. Transport from factories to the site
2. Assembly
3. Magnet Commissioning
4. Lowering
~ 50 pieces / 60 tons
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ILC Assembly Hall - Proposal
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Barrel Construction
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R (m) Width (mm) Weight (tons)Accrued Sector
WeightAccrued Barrel
WeightL 5900 Plate 1 3454 1851 17 17 204Thickness 200 Plate 2 3694 1980 18 35 423Gap 40 Plate 3 3934 2108 19 55 656
Plate 4 4174 2237 21 75 903Plate 5 4414 2365 22 97 1164Plate 6 4654 2494 23 120 1440Plate 7 4894 2623 24 144 1729Plate 8 5134 2751 25 169 2033Plate 9 5374 2880 27 196 2351Plate 10 5614 3009 28 224 2684Plate 11 5854 3137 29 253 3030
Magnet Design – Segmentation Options
R (m) Width (mm) Weight (tons)Accrued Sector
WeightAccrued Barrel
WeightL 5900 Plate 1 3454 2861 26 26 211Thickness 200 Plate 2 3694 3060 28 55 436Gap 40 Plate 3 3934 3259 30 84 676
Plate 4 4174 3458 32 116 931Plate 5 4414 3657 34 150 1200Plate 6 4654 3855 35 185 1484Plate 7 4894 4054 37 223 1782Plate 8 5134 4253 39 262 2095Plate 9 5374 4452 41 303 2423Plate 10 5614 4651 43 346 2766Plate 11 5854 4850 45 390 3123
12 edges
8 edges
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Magnet Barrel Design
30 tons Max per plate
Single plate: 17 tons through 29 tons
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Iron Barrel Yoke layoutBolted assembly, 144 plates 200 mm thick, 40mm gap
Opportunity to make blank assembly at the factory before shipping
Preliminary Contacts with Kawasaki Heavy Industries
•Plate thickness tolerance for each: 0.1mm
•Plate flatness: 4mm (in a plate)
•Fabrication (assembling & welding) tolerance: 2mm
•Full trial assembly: capable (but need to study)
211 tonne
203 tonne
3990 tons
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Solenoid Assembly
ITEM QUANTITY MASS Diameter Length
(metric T) (O.D. meter) (meter)
COMPLETED COIL MODULE 2 64 6.578 2.793
CRYOSTAT OUTER VACUUM SHELL 1 16.5 6.858 5.800
CRYOSTAT INNER VACUUM SHELL 1 12.7 5.308 5.800
TOTAL CRYOSTAT WITH END FLANGES 1 33.3 6.858 5.900
DID
Ring 1
Ring 2
6 m
Total weight, 162 t
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Magnet Assembly
60-80 tons assemblies delivered to the site and installed
with 60-80 tons capacity cranes
33 tons vacuum tanks installed in the barrel
64 tons solenoid coils delivered to the site and vertically
assembled in to a cold mass
Solenoid swiveled and inserted inside the vacuum cryostat
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Solenoid Coil Module 64 tons Max.
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Swiveling platform
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SID Assembly Hall
200 t crane
4,000 gantry
25 m
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Magnet Commissioning, Field Map
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Lowering Step 1, Door +
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Lowering Step 2, Door -
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Lowering Step 3, Barrel
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HCAL Installation, Underground
Through the Horizontal Tunnel or the Vertical shaft
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Required Infrastructures on surface
~ 200 metric tons bridge crane with double trolley
~ 4,000 metric tons Gantry
One platform 25 m x 20 m with 50 m motion range
Motion system at floor for Doors and HCals
Cold box 4K for the commissioning of the Solenoid
Gas system for the commissioning of the muon detectors
Machine Shop
Adequate Storage for heavy tooling
Office space
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SPARE SLIDES
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