team rock on final presentation me 4182 submitted 7/25/06 yuki miyasaka, anthony palladino, david...
TRANSCRIPT
Team Rock On Final Presentation
ME 4182Submitted 7/25/06
Yuki Miyasaka, Anthony Palladino, David Price, Whitney Price, Ricky Sandhu
The Problem
Landscaping is a common enjoyment among homeowners. Heavy
boulders are very common on property; however, almost impossible
to move. If one wants to move a heavy rock, they have 2 choices:
1. Use brute force and risk hurting themselves.
2. Rent a bobcat, figure out how to get it home, tear up the grass
moving it, etc.
Neither option is very easy or practical.
The Goal
• Create a cart capable of loading and unloading a large rock, and relocating it to different places within the yard. It would be designed to accommodate up to a 300 lb rock.
• Our idea would be marketed to the average homeowner with landscape needs. The individual could either rent or buy this device and easily store it in a garage or shed when not in use.
Original Design
Peer Input• Q: Why does the device not incorporate a wheel barrel or attach to a wheel barrel?• A: It is not sturdy enough and requires too high of a user input ;roughly 40-60% of total weight.
• Q: What about the vast variety of rocks?• A: Redesigned strap system provides greater stability, a rock w/ a diameter ≥13” will work with the device.
• Q: What if the rock is underground?• A: It doesn’t matter because the spikes dig underneath. If the rock severely buried, shoveling around it will be required.
• Q: Any specific design concerns?• A: To reduce friction on the wires, a sleeve bearing was incorporated into the design.
Changes Made to the Design
• Ratchet system moved higher for ergonomic purposes
• Sleeve bearing added to reduce friction on wire while pulling the load
• Step plate added to help leverage• Strap system redesigned to be more adjustable• A 2nd ratchet added to ensure better loading• Finer details investigated such as materials and
dimensions
The Final Design
• Solid Round Shaft
• Safety Factor static loading: • Yield Strength Structural Steel
ASTM 36 =58,000psi• Using Safety Factor of 3• Bending Moment = 1500 lb-in
• Minimum diameter = 0.92 in
Bending Moment of Prongs:
3
32
d
MMAX
'Sy
N
Engineering Analysis
• Tension – Scenario 1
• Initially, the tension in the wire is 41.25lb
• Tension – Scenario 2
• Rock mover remains stationary and rock slides onto forks
• Coefficient of friction for sliding on metal forks is 0.3
The Final Design
• The device consists of 5 subsystems:– Frame– Ratchets– Strap system– Wheels/axle– Pulley system
The Frame
• The frame is 48” tall and is made out of structural steel of 1 ¼” diameter and 1/8” thickness
• All connections to the frame are welds
The Ratchet Subsystem
• Consists of two ratchets. The
ratchets used are rated 2 ton.
• They were linked together to
allow only one ratcheting
action; however, they are now
separate
• Bolted to plate which is welded
to the frame
• Connects to strap subsystem
The Strap Subsystem
• Made of polypropylene
• Has 2 sets of hooks to attach ratchet system to accommodate different diameters
• Hooks placed at 18” and 30”
Wheel/Axle Subsystem
• Consists of 2 all terrain wheels
• 12” diameter
• Steel axle
The Pulley Subsystem
• Consists of a rod within a tube
• Tube is welded to cart
• Rod rotates to redirect tension
• Redesigned from traditional pulley system
The Prototype
Design/Prototype Differences
Design• Pulley System• D shaped handle• Ratchets interlocking• Step plate or Hinge
bar • 1” round spikes• Polypropylene Strap
system
Prototype• Sleeve Bearing• Bar handle• No connecting bar• No Step plate or
Hinge bar• ¾” hexagonal Chisels• Wires used as strap
Future Improvements
• Wheel selection
• Remove step plate or allow it to fold out of the way for
certain slopes of terrain
• Increase height of cart to increase leverage
• Refine the pulley system as the current design and
prototype design are flawed
• Check for over engineering
Questions?