I have invented a simple device , it is an axel that chains to the blade of a digger [ most smaller " mini " excavators have one ] and supports two wheels, one either side of said blade .
By pushing down on the blade, the digger is raised onto the wheels and the digger is able to be used for at least 6 different functions not possible before .
To get a better understanding of the " climbing wheels [TM] " [ CW ] in action, please visit fastestdigger.com . [ a picture tells a thousand words ]
My problem is as it is a new invention, I'm told I'll need to prove it's safe ! In many functions , climbing over drains or cables , the machine stays low relative to the ground , but the primary reason I designed and built CW was to do away with Ramps and when CW are being used to climb onto or off my truck I need to know how, in terms of stability, they compare with using ramps where the digger is driving on it's tracks.
Ramps are heavy to lift and my old back hurts every time I had to lift them !
What I need is for some clever engineer to give me some stability calculations of CW in action to compare with a standard digger on it's "Feet" [ tracks ]
The CW wheelbase is 1.94m and when used to climb onto/off the truck the bucket on the boom is 4.5m from CW axel's centre . Obviously this presents a triangle .
My digger "wheelbase" is 1.54m wide X 1.8m long [ a rectangle ]
Some points or thoughts I feel are relevant --- please ask questions ---
As the digger is pushed into the air on CW , it must get less stable !
My deck height is 1.2m and as the digger is drawn toward the deck [ when the digger is raised, the dipper arm is pulled toward the digger, the lesser resistance is that of the rotatable wheels, therefore the digger rolls toward the truck and the ends of the tracks are landed onto the deck. ] the distance [ 4.5m ] reduces to 4m at which point the tracks are landed.
Important to note is that during a standard digger driving up ramps and onto the deck, there comes a time when the digger must drive over [the tipping point] the angle between the [ angled ] ramps and [ flat ] deck it is precisely at this point the digger is most unstable as there is ONLY TWO POINTS OF CONTACT , often steel on steel and or slippery . [ how the heck does one calculate that ?]
I'm sorry this is now sounding quite long winded , but I hope I have explained my problem and hope someone can throw some figures at this .
For what it's worth, having driven up many a ramp over many years, using the CW FEELS rock solid in comparison with often springy slippery ramps !
All comments , opinions, constructive [ or otherwise ] criticisms welcome .
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