Design Concept Update – Platform Moved on Hillman Rollers

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Presentation transcript:

Design Concept Update – Platform Moved on Hillman Rollers John W. Amann ILC – Mechanical Engineering 9/17/07 IREng07 Date Event Global Design Effort

Sliding Platform Design Concept Concept developed in discussions with A. Herve and A. Seryi. Platform details: 20x15x2m 5m wide trenches for cable chain and roller access. Steel reinforced concrete or steel plate construction. Section View Date Event 9/17/07 IREng07 Global Design Effort

Platform/Roller Arrangement Uses 1.5kT roller module with 1kT hydraulic jacks. Design must be optimized to distribute load evenly over roller module. Feet support platform when stationary. Date Event 9/17/07 IREng07 Global Design Effort

Bridging the Gaps Gaps filled with recessed steel plates. Thick steel plate cap here for roller track. Date Event 9/17/07 IREng07 Global Design Effort

3m Shielding Wall on Rollers Shielding wall can be added between platforms if needed. Protrusions shield cable trenches. Date Event 9/17/07 IREng07 Global Design Effort

Need to Investigate…. 1) How to return platform to beam line position with mm accuracy? System of alignment male/female V-grooves on platform feet and IR runway. Platform rolled onto beam line roughly aligned. When platform is lowered, grooves mate to align platform to better tolerance than achievable with rollers. 2) How to propel platform? Screw drive, hydraulic ram, cable and reel? Hydraulic ram seems best for large movements. A 50-100m long screw drive could be difficult to engineer. 3) How to cover trench? “Accordion” style folding panels? What sort of load could these withstand? If floor panels with trusses are to be used what are the operational issues during a swap? 4) How to deal with settling of the IR floor relative to the beamline tunnel? Shims can be used to add height, but how to subtract if needed? Date Event 9/17/07 IREng07 Global Design Effort