Enclosed Side Ski Press

For discussions related to designing and making ski/snowboard-building equipment, such as presses, core profilers, edge benders, etc.

Moderators: Head Monkey, kelvin, bigKam, skidesmond, chrismp

Post Reply
User avatar
G
Posts: 11
Joined: Sun Dec 25, 2005 9:05 am
Location: Nashville, TN

Enclosed Side Ski Press

Post by G »

What disadvantages would a ski press with the sides totally enclosed create? Of course the ends would be open so that the mould could be slid in before the air bladder was pressurized.
User avatar
littleKam
Site Admin
Posts: 269
Joined: Mon Dec 13, 2004 7:43 pm
Location: SoCal

Post by littleKam »

just curious, what's the reasoning behind a totally enclosed ski press? are you trying to hold in the excess epoxy?
- Kam S Leang (aka Little Kam)
Wheezer
Posts: 27
Joined: Mon Aug 15, 2005 11:10 am
Location: Upstate NY

Post by Wheezer »

If you are sloppy (as I am) and excess epoxy isn't contained well then you may have the mold epoxied to the press. I've had to come in from the sides and crowbar the mold off the base.
User avatar
G
Posts: 11
Joined: Sun Dec 25, 2005 9:05 am
Location: Nashville, TN

Post by G »

I think an enclosed side design would be very efficient to build and could be made entirely out of plywood. If it has few disadvantges in terms of function then I was going to proceed with design and FEA to verify the concept. Also I have an idea for a cost effective way of getting it heated to 170 F.

Right now I am thinking the opening should be 8" across / 12" high and the overall length would be 80", based on some other discussions within the forum. It would be built to wtihstand a 50 psi load uniformly distributed and acting over about 350 sq inches on top and bottom. A quick calculation of the side members shows they each need to support a pure tensile load of 17,500 lbs. If the cross section is 3/4 * 80 = 60 sq in, then the tensile stress within the members would be 292 psi. This appears to be very reasonable stress for plywood. The cross members supporting the bending load needs to be analyzed using FEA to optimize their design and to look at the total deflection. The 2 x 2 press frame construction detailed in this site appears to limit deflection to about .009", so this can be used as a comparison to what my design may show.
Greg
Posts: 225
Joined: Thu May 26, 2005 11:41 am
Location: Sweden but home is NW Washington

Post by Greg »

I find it kind of nice to have an open press, mainly because you can keep track of what is going on it.
User avatar
littleKam
Site Admin
Posts: 269
Joined: Mon Dec 13, 2004 7:43 pm
Location: SoCal

Post by littleKam »

^ same here.
- Kam S Leang (aka Little Kam)
Post Reply