By: Joseph Martinez University of Michigan Supervisor: Dave Pushka, NuMI Project 3Q120-M Quadrupole Magnet Transport.

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Presentation transcript:

By: Joseph Martinez University of Michigan Supervisor: Dave Pushka, NuMI Project 3Q120-M Quadrupole Magnet Transport

3Q120M Quadrupole Magnets

Beam Tunnel Elevation view of the Carrier Tunnel Cross Section view of the Carrier Tunnel

Tunnel Constraints  Minimum Height: 6’0”  Width: 40”  9 Degree Slope  Height of Center of Magnet: 31.5”

Initial Concepts Push CylindersPull cylindersEngine Lift Short Few moving parts Can’t attach to magnet X Few moving parts Simple to use Too tall for tunnel X Biggest range of motion Simple to use Meets constraints of tunnel Modified

Sketch of Design Main Column Main Beam Rollers Lug Hydraulic Cylinder Cylinder Beam Side Beams Pivoting Arm

Lift with Magnet

Operation of Device Slide over the magnet from the side Attach to magnet Lower to carrying height Pull up incline Push around the stands Lower the magnet onto the stands Magnet Fully Raised

Free Body Diagram with Magnet Loaded Load of Magnet Load on Pivot Reaction of wheels Reaction from Cylinder Load of Cylinder Moment from Cylinder

4 Wheel Design

6 Wheel Design

Base Stress Analysis (4-Wheel Design) Max Stress: 7430 p.s.i. Max Deflection:.0359”

Base Stress Analysis (6-Wheel Design) Max Stress: 3690 p.s.i. Max Deflection:.006”

Top Stress Analysis (With Supports) Max Stress:7880 p.s.i. Max Deflection:.0471”

Top Stress Analysis (Without Supports) Max Stress: 3620 p.s.i. Max Deflection:.0497”

Inclined Load on Cylinders Hydraulic cylinders are very weak against shearing loads.

Solution Wire Rope attached from the pivoting beam to bottom lifting lug. Load on Cylinder Reaction of Wire Rope

Materials  ton capacity Hillman rollers and ton capacity Hilman Rollers  Beam Dimensions: 6” x 4” x ½” A500 Structural Steel Tube  Column Dimensions: 4” x 4” x ½” A500 Structural Steel Tube  ton capacity Hydraulic Cylinders  Length of Frame: 120”  Height of Frame (pivoting arm parallel to ground): 53”  Width of Frame: 40”

Conclusion  Materials have been carefully selected.  Stress analyses have been completed.  Constraints have been met.  Adequate safety factors have been taken into consideration