Presentation is loading. Please wait.

Presentation is loading. Please wait.

Assembly, survey, alignment of the CBM Dipole Magnet

Published byBeatrix Nicholson Modified over 5 years ago

Similar presentations

Presentation on theme: "Assembly, survey, alignment of the CBM Dipole Magnet"— Presentation transcript:

1 Assembly, survey, alignment of the CBM Dipole Magnet
, BINP, M.Kholopov, A.Bragin, S. Pivovarov. CDR CBM Dipole Magnet

2 FAIR CDR CBM Dipole Magnet

3 3D Model of CBM Magnet and cryosystem
Feed Box (m=960kg, D=1100mm, H=2600mm) Cryostat (m=430kg, D=700mm, L=1650mm) Branch Box (m=1150kg, D=1100mm, H=2600mm) He transfer Line (30kg*m) Coil (m=1479kg, D=2160mm, d=1160mm, h=482mm) Iron Yoke & supports (m= kg) CDR CBM Dipole Magnet

4 3D Model of CBM Magnet (new design)
2 Support Iron Yoke Coils Cryostat Cryostats support 4 5 1 3 CDR CBM Dipole Magnet

5 Iron Yoke and supports drawing
Weight and size m= kg A=2380mm B=4620mm H=4634mm CDR CBM Dipole Magnet

6 Iron Yoke 3D Model 13595 kg Geodetic platform 13566 kg Geodetic holes
Mounting bracket 2916 kg CDR CBM Dipole Magnet

7 Iron Yoke drawing Weight and size m= 145221 kg A=2380mm B=4620mm
H=3700mm CDR CBM Dipole Magnet

8 CBM Magnet suport Upper frame Lower frame Spherical bearings
m= 4346 kg 1980x3460x934mm move in 3D ±40mm Loading capacity kg Spherical bearings (DIN ISO ) loading capacity 2.585kN Screw jack loading capacity 100T (6” lifting screw) SKF roll-rail guides loading capacity 41,4T CDR CBM Dipole Magnet

9 Assembling of CBM Iron Yoke
Welding line 17532 kg Centered pole Welding line Insert for alignment CDR CBM Dipole Magnet

10 Assembling of CBM Iron Yoke
Mounting bracket Welding circuit CDR CBM Dipole Magnet

11 Assembling of CBM Magnet
Lower Pole & crossbar 17532 kg lower Coil Upper Pole & crossbar 17532 kg Top Coil CDR CBM Dipole Magnet

12 Assembling of CBM Magnet
Cryostat Cryostats support Cryostats TL Final welding CDR CBM Dipole Magnet

13 Calculation of Pole CBM magnet
Stress Stress N N Deformation Deformation Margin Margin CDR CBM Dipole Magnet

14 Calculation of Pole & crossbar CBM magnet
Имя Low carbon steel General Mass density 7.86 г/см^3 Yield strength 207 MПа Ultimate tensile strength 345 MПа stress young modulus 220 ГПа poisson ratio 0.275 бр Shear modulus of elasticity ГПа Stress Margin Deformation CDR CBM Dipole Magnet

15 Calculation of CBM magnet supports
Stress 500000N Deformation Margin robust CDR CBM Dipole Magnet

16 Thank you for your attention!
CDR CBM Dipole Magnet

Download ppt "Assembly, survey, alignment of the CBM Dipole Magnet"

Similar presentations

Tagger and Vacuum Chamber Assembly Procedure. Outline. Assembly procedure for tagger and vacuum chamber. Support stands. Alignment.

Tagger and Vacuum Chamber Assembly Procedure. Outline. Assembly procedure for tagger and vacuum chamber. Support stands. Alignment.
Mechanical Analysis of Dipole with Partial Keystone Cable for the SIS300 A finite element analysis has been performed to optimize the stresses in the dipole.

Mechanical Analysis of Dipole with Partial Keystone Cable for the SIS300 A finite element analysis has been performed to optimize the stresses in the dipole.
FEA of Wind Turbine Tower Martin Knecht. The Problem FEA modeling of a wind turbine tower. Analysis: –Stress –Deflection Want to prevent –Yielding –Excessive.

FEA of Wind Turbine Tower Martin Knecht. The Problem FEA modeling of a wind turbine tower. Analysis: –Stress –Deflection Want to prevent –Yielding –Excessive.
EuCARD-HFM ESAC review of the high field dipole design, 20/01/2011, Maria Durante, 1/40 EuCARD-HFM ESAC Review of the high field dipole design Fabrication.

EuCARD-HFM ESAC review of the high field dipole design, 20/01/2011, Maria Durante, 1/40 EuCARD-HFM ESAC Review of the high field dipole design Fabrication.
Home Work #3 Due Date: 11 Mar, 2010 (Turn in your assignment at the mail box of S581 outside the ME general office) The solutions must be written on single-side.

Home Work #3 Due Date: 11 Mar, 2010 (Turn in your assignment at the mail box of S581 outside the ME general office) The solutions must be written on single-side.
MICE Collaboration Meeting at Frascati, Jun 26~29, 2005 Iron Shield Mounting Design Stephanie Yang.

MICE Collaboration Meeting at Frascati, Jun 26~29, 2005 Iron Shield Mounting Design Stephanie Yang.
GLAST LAT ProjectDOE/NASA Mechanical Systems Peer Review, March 27, 2003 Document: LAT-PR-0XXXX Section 7.1 Stress Analysis 1 GLAST Large Area Telescope:

GLAST LAT ProjectDOE/NASA Mechanical Systems Peer Review, March 27, 2003 Document: LAT-PR-0XXXX Section 7.1 Stress Analysis 1 GLAST Large Area Telescope:
CTC / MTC 222 Strength of Materials

CTC / MTC 222 Strength of Materials
Tagger and Vacuum Chamber Design. Outline. Design considerations. Stresses and deformations. Mechanical assembly.

Tagger and Vacuum Chamber Design. Outline. Design considerations. Stresses and deformations. Mechanical assembly.
Team K-TRON Team Members: Ryan Vroom Geoff Cunningham Trevor McClenathan Brendan Tighe.

Team K-TRON Team Members: Ryan Vroom Geoff Cunningham Trevor McClenathan Brendan Tighe.
Steel Connecting Rods. Background Factory connecting rods are mass produced Factory connecting rods are mass produced Cast from regular automotive grade.

Steel Connecting Rods. Background Factory connecting rods are mass produced Factory connecting rods are mass produced Cast from regular automotive grade.
Strength of Material Shear Strain Dr. Attaullah Shah.

Strength of Material Shear Strain Dr. Attaullah Shah.
Tagger and Vacuum Chamber Design. Outline. Design considerations. Stresses and deformations. Mechanical assembly.

Tagger and Vacuum Chamber Design. Outline. Design considerations. Stresses and deformations. Mechanical assembly.
Joint Institute for Nuclear Research Further optimization of the solenoid design A.Efremov, E.Koshurnikov, Yu.Lobanov, A.Makarov, A.Vodopianov GSI, Darmstadt,

Joint Institute for Nuclear Research Further optimization of the solenoid design A.Efremov, E.Koshurnikov, Yu.Lobanov, A.Makarov, A.Vodopianov GSI, Darmstadt,
Magnet designs for Super-FRS and CR

Magnet designs for Super-FRS and CR
F.E.T.S. RFQ Support Structure by Peter Savage 21 ST October 2009.

F.E.T.S. RFQ Support Structure by Peter Savage 21 ST October 2009.
The ratio of stress and strain, called modulus of elasticity. Mechanical Properties of Solids Modulus of Elasticity.

The ratio of stress and strain, called modulus of elasticity. Mechanical Properties of Solids Modulus of Elasticity.
ELENA Support system 6/11/2014 Antti Kolehmainen on behalf of WP Support system

ELENA Support system 6/11/2014 Antti Kolehmainen on behalf of WP Support system
Structural option for the Jinping neutrino central detector Contributor ： Yuanqing Wang, Zongyi Wang Speaker ： Zongyi Wang Department of civil engineering,

Structural option for the Jinping neutrino central detector Contributor ： Yuanqing Wang, Zongyi Wang Speaker ： Zongyi Wang Department of civil engineering,
Support and magnet coil KEK Hiroshi Yamaoka Nov. 10, ‘04.

Support and magnet coil KEK Hiroshi Yamaoka Nov. 10, ‘04.

Similar presentations

Ads by Google