If it is feasible, we will do almost all of these things as we have to keep it simple, simple, simple and lighter.
Thank you Dominick for making us look at the projectile weight once again. We want to stay with the water jug if at all possible, so we will shorten it by 2.5 inches and place one bourlette band over the other and apply epoxy before filling with concrete. This plus accurate re-calculation of total length brings the weight down to 132 pounds less the integral sabot of birch plywood, an 11.50" dia./ .187" thk. steel base protector plate. Total projectile weight is now 140 lbs.
Other things we will do include:
1. Shorten the OAL to 24". This will save us lots of weight and reduce pressure as well. We will still be within the limits of a 2/5 scale and proportionality will be preserved by similar reductions in O.D. of the cosmetic outer wall as well. Thanks Victor3.
2. We will design this mortar to be modular, but historical in chamber shape, shape of tube and redundant as far as strength goes. We will build it in our shop, but transport in five major pieces which can be re-assembled on site.
3. The 12" ID, 1/2 inch thk. tube we just located here will be about 75 lbs. per foot or 150 lbs. of 1018 or 1020 or 1026 steel.
4. The chamber will be machined from a 9" dia. X 9" long round of 1026 steel.
5. The top of chamber support and reinforcing piece will be 1" thk. boiler plate 11.980" dia.O.D. with a 9.002" I.D. and welded to the top of the chamber piece.
6. The 8 separate annular ring reinforce pieces (11.980" O.D. X 9.002" I.D.)will be assembled at the range around the chamber with the cannon upside down, and this column and the flat bottom of the cylindrical chamber piece will sit on one solid 1" thk. x 11.990"dia. bottom plate which will be bolted to the outer tube with 8, 1/2"x20, grade 8 bolts.
7. The construction of the outer, cosmetic skin of the mortar, material and method yet to be determined, will be 18" dia.X 24" length, for a ratio of 3:4, that of the original. we hope that a marker board sketch will be done by Sunday afternoon and will hopefully make all this clear.
The projectiles will have to have a delrin forward bourlette ring to center that 10.667" dia. plug of concrete in the 12" bore. Because of the shortened, one caliber long bore, we will tighten up the windage to .375" total from the .500" total windage we had with the 2 caliber long bore. This will still be 30% more than the 1/40th of projectile size as is normal. I predict 498 lbs total mortar weight when finished plus another 200 lbs. for the 60 deg. fixed elevation bed. Five projectiles will be another 700 lbs. and the loading hoist with block and tackle will be another 150 lbs. Guess we will have to break out the flat bed trailer to haul this 1,548 lbs. of equipment. Almost forgot the borrowed 4 wheeler, another 500 lbs. .....total, 2,048 lbs. Guess we won't be taking the Smart fortwo. Oh well, we'll travel light NEXT year.
A special thank you to George Gaskill for searching in steel yards on our behalf. We still owe you that deluxe dinner!
Rick, if you ever have a little time, please call we will pick you up for a quick reminisce and a 50 cent tour of the Broomfield Cannon Manufactory. Love to see you again! We must be nice guys; your Llamas never spit on us!!
Regards,
Tracy and Mike