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  1. #1
    The Bed being a separate unit means the outer frame pieces support the bed material at the edges, the way yours is drawn the edges will be unsupported and could bend or flex under cutting conditions.
    Excuse me Dean but i don’t understand why my cutting table has unsupported edges. At every plan the cutting table beams are welded at the side pieces. Could you please make it more clear?



    Ba99274 any of the frames shown including your own designs will be good enough so don't worry you won't go wrong.
    Thank for your good words. The truth is that i don’t have time pressure. When i make a step i want to be sure about what i am going to do
    I am searching over the internet for this construction about a year
    The last few months although i thought i knew very much about the subject i find out that mycncuk exist
    The answers that i take from the members make me change many of my thoughts
    For example i didn’t know that the ball screws have critical speed. My first plan was to connect the motors straight to the ballscrews. Imagine how i would fell when i broke a ballscrew 1500 long running at 3000 rpm. I also thought that I beam is the strongest type of beam..... ( May be for vertical forces )
    So every day someone in here give me an advice or correct me, i fell happy about avoiding another mistake

    Thanks everybody so much for your help
    P.S Sorry for my English
    Last edited by ba99297; 04-11-2013 at 09:27 PM.

  2. #2
    Since it's already been said that most of the frame designs posted here would be more than adequate, I'll just highlight some general points which may be useful.

    I think the frame design silyavski posted in post #30 is well thought out since, among other things, it makes relatively efficient use of material. I'd be inclined to swap the two 100x100mm beams and 80mm spacers with a single piece, perhaps 200x100mm possibly with a higher wall thickness than the rest (or scaled down accordingly if making the rest of the frame from smaller sections). This will obtain a similar stiffness to the original, but reduces the number of pieces to cut by 12 and the number of welded joints is reduced by 20. This would save a lot of time and reduce residual stresses due to there being less welding. Clearly it may not be as cost effective as making the whole frame from the same size material.

    Something else to bear in mind is that increasing the size of the steel you use can sometimes make the structure strong enough, with a lot less work than adding lots of small supporting pieces and without necessarily increasing the cost. For example, if you have a piece of 60mm box section with 3mm wall thickness supported at both ends, then in general increasing it to a 80mm beam of the same wall thickness will reduce the deflection to less than 2.4 times the original.

    Also, it's better to increase the size of the beam (within reason), than to increase the wall thickness. Continuing with the previous example, the 80mm beam will cost about 33% (assuming it's priced by mass) more than the 60mm beam, so suppose you instead invested that 33% extra in getting a 60mm box section with 3mm thickness to match the weight of the 80mm beam. Both sections will cost about the same, however the 60mm beam is still only just over half as strong as the 80mm, as you've only made it about 33% stronger (not 240% as above). The reason for this is that increasing the wall thickness only gets a linear gain (y=k*x) in strength, compared to a quartic (y=k*x^4) relationship from increasing the size. So in general, you only use a greater wall thickness when you haven't got space to fit a bigger section.

    With regards to resonance, MDF is actually a great material to use for the machine bed as it has such good damping properties. I had a lot less problems with resonance on my machine with the MDF bed than I do now with aluminium. If I'm machining an aluminium part for which the finish is more important than the accuracy, I'll sometimes put a piece of 18mm MDF between the part and the aluminium bed as the MDF damps the vibrations, making the 'sweet spot' to get a good finish a bigger spot.
    Last edited by Jonathan; 04-11-2013 at 11:10 PM.

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  4. #3
    Quote Originally Posted by Jonathan View Post
    Something else to bear in mind is that increasing the size of the steel you use can sometimes make the structure strong enough, with a lot less work than adding lots of small supporting pieces and without necessarily increasing the cost. For example, if you have a piece of 60mm box section with 3mm wall thickness supported at both ends, then in general increasing it to a 80mm beam of the same wall thickness will reduce the deflection to less than 2.4 times the original.

    Also, it's better to increase the size of the beam (within reason), than to increase the wall thickness. Continuing with the previous example, the 80mm beam will cost about 33% (assuming it's priced by mass) more than the 60mm beam, so suppose you instead invested that 33% extra in getting a 60mm box section with 3mm thickness to match the weight of the 80mm beam. Both sections will cost about the same, however the 60mm beam is still only just over half as strong as the 80mm, as you've only made it about 33% stronger (not 240% as above). The reason for this is that increasing the wall thickness only gets a linear gain (y=k*x) in strength, compared to a quartic (y=k*x^4) relationship from increasing the size. So in general, you only use a greater wall thickness when you haven't got space to fit a bigger section.
    Well ounce again I'm going to have to disagree.!! . . . Not on the strength basis has that's true but on the fact it's better to use larger.? It's only better if the application warrants it and in this case it doesn't. The thicker wall thickness will be more beneficial because it will be less resonant, going Larger on the tube size just increases resonance. For this application then 60mm tube will be more than strong enough so strength isn't a problem so any extra efforts to improve would be better focused on reducing resonance and going thicker on the wall would help here.


    Quote Originally Posted by Jonathan View Post
    With regards to resonance, MDF is actually a great material to use for the machine bed as it has such good damping properties. I had a lot less problems with resonance on my machine with the MDF bed than I do now with aluminium. If I'm machining an aluminium part for which the finish is more important than the accuracy, I'll sometimes put a piece of 18mm MDF between the part and the aluminium bed as the MDF damps the vibrations, making the 'sweet spot' to get a good finish a bigger spot.
    Oh dear again I'm disagreeing. . Lol . . I don't have any problems with my aluminium bed and differing finish.? I get the same finish regardless of whether I'm working direct on bed or on any other sacrificial surface. If your bed is affecting finish then reckon you've under built it or your clamping methods are poor.!!
    If anything I get more trouble when using MDF than I do when working direct on bed because material can slide if cutting deep, direct on the bed I get much better hold down.
    Also Poor finish comes mostly from the tool chattering so if your struggling with finish then I'd be looking at the machine strength and resonance, hence why I put more importance on material Thickness than Size when it comes to steel. (obviously size has to be fit for application)

    BA 99297 I'll say it again to be clear "Any of the designs will be strong enough" so if any more focus is needed then I'd direct it to reducing resonance rather than strength.

    Oh when I said about unsupported edges I meant you don't have any members to support the Bed base material at the edges. On your designs the edges between table supports won't support the material or any sacrificial material. It may seem a small detail but it can make a difference and for the little extra material/work it's not worth not doing IMO.!
    Last edited by JAZZCNC; 05-11-2013 at 04:44 PM.

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  6. #4
    Quote Originally Posted by JAZZCNC View Post
    Well ounce again I'm going to have to disagree.!! . . . Not on the strength basis has that's true but on the fact it's better to use larger.? It's only better if the application warrants it and in this case it doesn't. The thicker wall thickness will be more beneficial because it will be less resonant, going Larger on the tube size just increases resonance. For this application then 60mm tube will be more than strong enough so strength isn't a problem so any extra efforts to improve would be better focused on reducing resonance and going thicker on the wall would help here.
    I don't disagree with you. If you read what I said carefully you'll see that I acknowledged other factors come into it, and was making general comments, not specific assertions for this build.


    Quote Originally Posted by JAZZCNC View Post
    Oh dear again I'm disagreeing. . Lol . . I don't have any problems with my aluminium bed and differing finish.? I get the same finish regardless of whether I'm working direct on bed or on any other sacrificial surface. If your bed is affecting finish then reckon you've under built it or your clamping methods are poor.!!
    If anything I get more trouble when using MDF than I do when working direct on bed because material can slide if cutting deep, direct on the bed I get much better hold down.
    Also Poor finish comes mostly from the tool chattering so if your struggling with finish then I'd be looking at the machine strength and resonance, hence why I put more importance on material Thickness than Size when it comes to steel. (obviously size has to be fit for application)
    I agree that if my gantry was stronger it would help reduce chatter, but it's the same gantry with or without the MDF bed and the MDF sheet placed on top of the aluminium bed on my machine definitely makes it easier to get a good finish, so it must be having a damping effect. I'll reiterate for clarity, by 'good finish' I mean 'looks good' - the part itself is clearly not going to be as accurate if it's clamped on MDF.

    Also, that's not to say the machine wont get a good finish using just the aluminium bed - it's just more difficult to get the right parameters. Here's a recent example:
    Click image for larger version. 

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    Last edited by Jonathan; 05-11-2013 at 04:55 PM.

  7. #5
    BA 99297 I'll say it again to be clear "Any of the designs will be strong enough" so if any more focus is needed then I'd direct it to reducing resonance rather than strength.
    Dean or anybody else could you please suggest me a link ( or links) where i can read about resonance dampening basics ( i mean what i should avoid in order to reduce resonance )
    So far ( tell me if i am wrong ) i realize that low mass and symmetry amplify resonance is that correct?

    Oh when I said about unsupported edges I meant you don't have any members to support the Bed base material at the edges. On your designs the edges between table supports won't support the material or any sacrificial material. It may seem a small detail but it can make a difference and for the little extra material/work it's not worth not doing IMO.!
    Now i understand what you mean but i didn’t say that vertically to the table beams i will put t slot aluminium profile ( a friend of mine who makes solar parks on the houses roofs has many meters of them)
    Last edited by ba99297; 06-11-2013 at 12:02 AM.

  8. #6
    Hi everybody
    These days i have time to go on with my cnc design
    For 3d design i use solid works
    After the table i will go on with the gantry etc
    I would like to know if there is any online library with ready to use elements like bf/bk bearings. profiled rails, ballscrews ballnuts that can be imported in solidwork
    Thanks

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