fp7 - leader slide 1 alfred c&s rods mechanical design fa_20121120.ppt task 2.4 – mechanical...
TRANSCRIPT
Fp7 - LEADER
Slide 1
ALFRED C&S rods mechanical design
FA_20121120.ppt
Task 2.4 – Mechanical Design & Drawings of LFR and ETDR
Fuel Assemblies
(mech. Design)
F. Manni (S.R.S.)D. Vitale Di Maio (S.R.S.)
The LEADER project
• ALFRED vs. LFR• F/A concept (ALFRED F/A shown)• Layout & Parts• Status• [Loading/Unloading Machine]• [Tungsten cost estimate]
TOC
LEADER Technical MeetingNovember 20 - 23, 2012Karlsruhe Institut of Technology
Fp7 - LEADER
Slide 2
ALFRED C&S rods mechanical design
FA_20121120.ppt
ALFRED vs. LFR
ALFRED core layout LFR core layout
171
12
4
108
Fuel Assembly
Control Rods
Safety Rods
Dummy Element
157 + 270 = 427
y
x
132
24
295 583
( × 2.5 )
( × 1.5 )
( × 1.2)
( × 2)
Fp7 - LEADER
Slide 3
ALFRED C&S rods mechanical design
FA_20121120.ppt
127 PINS 169 PINS
ALFRED core layout
ELFR core layoutF/A pitch ( +22% )
pin pitch ( +8% )
same pin OD
ALFRED vs. LFR
Fp7 - LEADER
Slide 4
ALFRED C&S rods mechanical design
FA_20121120.ppt
Dra
g
Bal
last
Wei
ght
Buo
yan
cy
±20%
151 kg
312 kg 386 kg
77 kg
Ref
uel
ing
303 kg253 kg
50 kg
Op
erat
ion
Pre
load
ed
Spr
ing
Force balance(ALFRED)
±20%
UPDOWN
Ballast
Preloaded Springs
Lead Free Level (during refueling)
Top Grid
Diagrid
Concept
Fp7 - LEADER
Slide 5
ALFRED C&S rods mechanical design
FA_20121120.ppt
277
0
106
013
70
790
0
600
Mixing zone level
Lead free level (refueling)
2
4
4
1
1
3
32
2
Concept
Fp7 - LEADER
Slide 6
ALFRED C&S rods mechanical design
FA_20121120.ppt
Spike Bottom Shroud Funnel Upper Shroud Ballast
Head
Layout
Fp7 - LEADER
Slide 7
ALFRED C&S rods mechanical design
FA_20121120.ppt
Spike
Core
Funnel
BallastBallast
Funnel
Core
Spike e
mp
ty s
ecti
on
s
Layout
Fp7 - LEADER
Slide 8
ALFRED C&S rods mechanical design
FA_20121120.ppt
Ø80
Ø15
4
550
100
1060
100
Ø10
0
Gagging device could be allocated here
Spike
Fp7 - LEADER
Slide 9
ALFRED C&S rods mechanical design
FA_20121120.ppt
Pin Support Grid
Spacers
460
470
450
600
Lower Shroud
Fp7 - LEADER
Slide 10
ALFRED C&S rods mechanical design
FA_20121120.ppt
1430 (overall length)
600 (60 pellets)
550 10
10
10 120
50 20
1330 (cladding)
5018.4
0.80.8
Pin
Fp7 - LEADER
Slide 11
ALFRED C&S rods mechanical design
FA_20121120.ppt
Support beam
Spacer
1.5
Ø4
Pin Support Grid geometry
Ø8
Sol. A Sol. B
!
Fp7 - LEADER
Slide 12
ALFRED C&S rods mechanical design
FA_20121120.ppt
Grid Assembly
RakesCrimped Ring(crimped geometry shown)
Locking Pin
Pin foot
Rake
Sol. A Sol. BPin Support Grid geometry
Fp7 - LEADER
Slide 13
ALFRED C&S rods mechanical design
FA_20121120.ppt
Thickness 0.25 mm
1
2
1
Laser or Electron Beam welding (no Spot-welding)
Obstruction: 14%
Pin Spacer (grid)
Fp7 - LEADER
Slide 14
ALFRED C&S rods mechanical design
FA_20121120.ppt
1
2
Thickness 0.25 mm
Pin Spacer (grid)
Fp7 - LEADER
Slide 15
ALFRED C&S rods mechanical design
FA_20121120.ppt
“Nose” Probe leads
Ø80
Funnel
Fp7 - LEADER
Slide 16
ALFRED C&S rods mechanical design
FA_20121120.ppt
Ballast Unit(6.9 kg, Tungsten)
6.9 x 22 = 151 kg
Belleville Spring Pack
Spacer
(top) HeadBottom head
Ballast
Fp7 - LEADER
Slide 17
ALFRED C&S rods mechanical design
FA_20121120.ppt
Ø100Ø40
40
Ø30
Head & Spring Press
Top grid
(lower plate)
Belleville washers
Reference
New
Fp7 - LEADER
Slide 18
ALFRED C&S rods mechanical design
FA_20121120.ppt
Type Adisposition
Type Bdisposition
1
2
3
4
1
2
3
4
1
3
4
2
Core anti-compaction devices (plaquettes)
Fp7 - LEADER
Slide 19
ALFRED C&S rods mechanical design
FA_20121120.ppt
Status
• LFR & ALFRED F/A mechanical design reports and drawings (some amendments needed)
• unify F/A and C&S rods press design• plaquettes implementation
done
to do
• 1 month completion time
Fp7 - LEADER
Slide 21
ALFRED C&S rods mechanical design
FA_20121120.ppt
Loading-Unloading Machine
End Effector
Fp7 - LEADER
Slide 22
ALFRED C&S rods mechanical design
FA_20121120.ppt
Loading-Unloading Machine
!?
F/A Hold-down jig
Fp7 - LEADER
Slide 23
ALFRED C&S rods mechanical design
FA_20121120.ppt
Tungsten cost estimate
F/A 171 1 171.0 [unit]C&S rods 16 1.2 19.2 [unit]dummies 108 0.2 21.6 [unit]
295 211.8 [unit]
units 211.8 [unit]ballast/unit 150.0 [kg/unit]
ballast (total) 31,770 [kg]31.8 [ton]
kg 31,770 [kg]cost/kg 40 [USD | kg]
cost (total) 1,270,800 [USD]
998,507 [EURO]
[EURO | USD] 1.2727