"Bob La Londe" wrote in message news:vom408$34v8t$***@dont-email.me...
Oh, I am absolutely not buying the item linked in post one for the
primary application. I recently ran across several pieces of H/I (wide
flange) beams for free to me. Enough to build a gantry crane and a jib
crane and have some left over. The title indicated I thought it was
silly, and if I had any plan to use it I think I talked myself out of it.
For my primary jib crane application. I would ideally want about 9' to
9'6" reach with a little over 200 degree of easy pivot, and no actual
vertical movement of the beam. The main beam would be best supported
from below with a heavy brace, and have a maximum vertical height at the
highest point of about 11'10". Positioned where I would like it that
would allow it to swing out through the opening of a 12H x 10W overhead
door and pick up a load from the bed of the truck and place it inside on
a rack or shelf next to the path of the doorway without having to bring
the truck inside.
I wouldn't say I have a plan, but I have ideas.
The jib crane Jason with Fireball tools installed in this shop was an
inspiration for me. Its secured to the floor and "ceiling" with what
seems like tapered roller bearings top and bottom.
http://youtu.be/n3c6yDDMq_E
I do not have a CNC plasma cutter so everything would have to be
freehand cut or CNC milled. I have a couple torches, and a small plasma
cutter. While I wouldn't say I am good I am both better and faster with
the torch. I guess because I learned how to use a torch 45 years ago.
I've also got a 9 (9-1/2?) inch metal cutting circular saw for some
square cuts. Anyway, I've got a bunch of ways to cut metal, and at
least a couple ways of gluing it back together.
I'd like to know what the rating is for their crane. I know... I
know... its shop made so no rating. LOL. They show lifting half a
sheet of 1/4 inch plate. Seems heavy, but a full sheet is less than 300
lbs. I know I have 9 of them stacked out back. The 10th one is the top
on my welding table. (The price was right. If I'd had a heavy trailer
at the time I would have bought more of them.) Oh, they say 500lbs at
the end of the boom. Bracing could definitely increase that. Maybe
removable bracing so it can have greater trolley travel OR greater lift
capacity as needed.
Yeah, I'm dreaming. I barely have time to get customer jobs finished
these days.
Bob La Londe
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The Vevor beam pivot was simple to make, bad to copy. For occasional use you
can get away with a steel on steel beam pivot bearing, perhaps with a
replaceable sheetmetal wear surface. It will be harder to swing, more likely
to stay where you leave it. That's all the 1000 Lb truck bed crane has, and
steel on steel pivots are common in yard equipment. I fixed 20 years of wear
on some with bronze bushings and new pins.
A step up that's easy to make is a needle bearing using welding rod or music
wire for the needles. Races for a homebrew ball thrust bearing can be turned
with the sharpened shank end of a carbide endmill.
I've examined a broken logging truck crane that failed from lift cylinder
base pin hole to mounting bracket edge tearout before the bearings went. It
was puzzling because normally the boom weight and load push the pin inward
toward the column yet the metal tore outward. My guess is that the boom
pivot was worn enough to transfer turning torque to the lift cylinder, and
abrupt starts and stops from swinging horizontally twisted the lower pin
sideways to create unanticipated outward force on one end.
In ship building 1" steel plate is taken as 40 Lbs per square foot for ease
of weight estimation. Plate thickness is designated by weight PSF, such as
10 Pound for 1/4" or 25 for 5/8" plate. For Wide Flange (WF) and other
structural beams the sizes are nominal height x weight per foot, which
correlates to web thickness.
The removable bracing that's worked for me is shear legs joined at the
bottom with chain and a lever hoist. The top joint is two triangles bolted
to the pipe, a third bolt passes through the pin end of a large shackle with
chain attached for coarse initial height adjustment. Pulling the feet
together lifts the beam. Unlike a single post the legs won't tip sideways,
and they can straddle the load. On mine the lower end is half balls turned
from a dumbbell riding in pyramidal plywood cups on a baseplate like an Army
mortar for outdoor swinging loads like stacking logs, for an indoor upright
it could be a simpler single pivot, U bracketed to a steel plate.
The shear legs can be draped over the beam, chained to it loosely at the
top, then snugged up from below, each a simple one-man operation. Mine is
water pipe and difficult to set up because the CG is so high, 2" x 10' EMT
like my taller tripods is easier. 2" EMT and chain link fence posts should
telescope together for longer lengths, depending on tolerance.
jsw