Presentation on theme: "What is a “Lift?” A Lift is a device for grabbing and moving objects in a predominately vertical direction."— Presentation transcript:

1 What is a “Lift?” A Lift is a device for grabbing and moving objects in a predominately vertical direction



2 What is an “Arm”? An “Arm” is a device for grabbing and moving objects using members that rotate about their ends



3 Relative Advantages of Lifts Over Arms Usually simple to construct Easy to control (don’t even need limit switches) Maintain CG in a fixed XY location Don’t Require Complex Gear Trains



4 Relative Advantages of Arms Over Lifts Very Flexible Can Right a Flipped Robot Can Place Object in an Infinite Number of Positions Within Reach Minimal Z - Great for going under things



5 Types of Lifts Elevator Forklift Four Bar Scissors



6 Elevator



7 Elevator - Advantages & Disadvantages Advantages –Simplest Structure –On/Off Control –VERY Rigid –Can be Actuated via Screw, Cable, or Pnuematics Disadvantages –Lift Distance Limited to Max Robot Height –Can’t Go Under Obstacles Lower Than Max Lift



8 Elevator - Design Considerations Should be powered down as well as up Slider needs to move freely Need to be able to adjust cable length. A turnbuckle works great Cable can be a loop Drum needs 3-5 turns of excess cable Keep cables or other actuators well protected



9 Elevator - Calculations F object = Weight of Object + Weight of Slider D object = Distance of Object CG T cable = F object M slider = F object D object F slider1 = - F slider2 = M slider / 2D slider F pulley = 2 T cable F hit = (Weight of Object + Weight of Slider) G value [I use.5] M hit = F hit H slider M base = M slider + M hit F object F slider1 F slider2 F pulley M slider M base D object D slider T cable F hit H slider



10 Forklift



11 Forklift - Advantages & Disadvantages Advantages –Can reach higher than you want to go –On/Off Control –Can be rigid –Can be Actuated via Screw, Cable, or Pnuematics, though all involve some cabling Disadvantages –Stability issues at extreme heights –Can’t Go Under Obstacles Lower Than Retracted Lift



12 Forklift - Design Considerations Should be powered down as well as up Segments need to move freely Need to be able to adjust cable length(s). Two different ways to rig (see later slide) MINIMIZE SLOP Maximize segment overlap Stiffness is as important as strength Minimize weight, especially at the top



13 D upper /2 H upper Forklift - Calculations F object = Weight of Object + Weight of Slider D object = Distance of Object CG M slider = F object D object F slider1 = - F slider2 = M slider / 2D slider F hit = G value [I use.5] (Weight of Object + Weight of Slider) M hitlower = F hit H lower + [(Weight of Upper + Weight of Lower) (H lower / 2)] F lower1 = - F lower2 = [M slider + M hitlower ] / 2D slider M hit = F hit H slider + [(Weight of Lift G value H slider ) / 2] M base = M slider + M hit M base F object F slider1 F slider2 M slider D object D slider F hit H slider F upper2 D upper F upper1 F lower2 D lower F lower1 H lower D lower /2 M lower



14 Forklift - Rigging Continuos Cascade



15 Forklift - Rigging -Continuos Cable Goes Same Speed for Up and Down Intermediate Sections Often Jam Lowest Cable Tension T cable = Weight of Object + Weight of Lift Components Supported by Cable



16 Forklift - Rigging - Cascade Upgoing and Downgoing Cables Have Different Speeds Intermediate Sections Don’t Jam Very Fast T cable3 = Weight of Object + Weight of Slider T cable2 = 2T cable3 + Weight of Stage2 T cable1 = 2T cable2 + Weight of Stage1 Where n = number of moving stages Different Cable Speeds Can be Handled with Different Drum Diameters or Multiple Pulleys T cable1 T cable2 T cable3 Base Stage1 Stage2 Slider (Stage3)



17 Four Bar



18 Four Bar - Advantages & Disadvantages Advantages –Great For Fixed Heights –On/Off Control –Lift Can Be Counter-Balanced or Spring Loaded to Reduce the Load on Actuator –Good candidate for Pnuematic or Screw actuation Disadvantages –Need Clearance in Front During Lift –Can’t Go Under Obstacles Lower Than Retracted Lift –Got to Watch CG –If Pnuematic, only two positions, Up and Down



19 Four Bar - Design Considerations Pin Loadings can be very high Watch for buckling in lower member Counterbalance if you can Keep CG aft



20 Four Bar - Calculations L link M base F object F gripper1 F gripper2 M gripper D object D gripper F hit H gripper F link2 D link F link1 D lower /2 M link Under Construction Check Back Later



21 Scissors



22 Scissors - Advantages & Disadvantages Advantages –Minimum retracted height Disadvantages –Tends to be heavy –High CG –Doesn’t deal well with side loads –Must be built precisely



23 Scissors - Design Considerations Do You Really Want to Do This? Members Must Be Good in Bending and Torsion Joints Must Only Move in One Direction The greater the separation between pivot and actuator line of action the lower the initial load on actuator Best if it is directly under load



24 Scissors - Calculations I don’t want to go there



25 Stress Calculations It all boils down to 3 equations: Where:  = Bending Stress M = Moment (calculated earlier) I = Moment of Inertia of Section c = distance from Central Axis Where:  = Tensile Stress F tens = Tensile Force A = Area of Section Where: = Shear Stress F shear = Shear Force A = Area of Section BendingTensileShear



26 Stress Calculations (cont.) A, c and I for Rectangular and Circular Sections bobo c hoho bibi hihi dodo didi



27 Stress Calculations (cont.) A, c and I for T-Sections X Y b1b1 h2h2 b2b2 cycy h1h1 c x1 c x2



28 Stress Calculations (cont.) A, c and I for C-Sections (Assumes Equal Legs) X Y b1b1 h2h2 b2b2 cycy h1h1 c x1 c x2



29 Stress Calculations (cont.) A, c and I for L-Angles X Y b1b1 h2h2 b2b2 c y1 h1h1 c x1 c x2 c y2



30 Allowable Stresses  allowable =  yeild / Safety Factor For the FIRST competition I use a Static Safety Factor of 4. While on the high side it allows for unknowns and dynamic loads Haven’t had anything break yet!



31 Allowable Stresses Here are some properties for typical robot materials MaterialDesigTemperYieldTensileShearModulus (ksi)(ksi)(ksi)(msi) Alum6061O8181210 Alum6061T640453010 BrassC3600018-4549-6830-3814 CopperC17000135-165?165-200?19 Mild Steel1015-22HR486530 PVCRigid6-80.3-1

