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IndustryArena Forum > Mechanical Engineering > Epoxy Granite > Epoxy-Granite machine bases (was Polymer concrete frame?)
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  1. #901
    Join Date
    Dec 2005
    Posts
    1408

    1/4 inch in 20 feet

    Dear Walter, Galo, Geof , Zumba, and fellow Flat-Earthers,

    Sorry, I've been away for a week so I hope it's not too late for you to accept my unconditional surrender on the flatness issue. I got it wrong.

    Nice pour Walter.

    White flag.

    Best wishes

    Martin

  2. #902
    Join Date
    May 2003
    Posts
    792
    Martin, good to see you again. Your critique is always a great help!



    I'm hitting the lab. Time to crack this baby open and see what it's made of...

  3. #903
    Join Date
    May 2003
    Posts
    792
    "Houston, we have a problem.."




  4. #904
    Join Date
    Apr 2004
    Posts
    41

    Not So Scientific Testing Results

    Parked the car on them. Figure 800 pounds each tire.

    Smashed to pieces with a hammer, car did nothing to them.

    Did not take too much effort to smash them.
    Attached Thumbnails Attached Thumbnails DSC00334.JPG   DSC00335.JPG   DSC00336.JPG   DSC00342.JPG  

    DSC00345.JPG  

  5. #905
    Join Date
    Sep 2005
    Posts
    167
    i have read this thread from the start
    i came from a chemical background ( i am a chemical enginner)
    i had many test before on different kinds of polymers
    most of these are not impact resistance.
    they can withstand elongation, pressure, but not impacts, not high compression.
    i have made beds for ballscews , timming pulleys etc from different polymer compositions.
    the best i came with is using polyester resin combined with aluminum fibers (left overs from my lathe). it came out to be very very strong but again not impact resistance . epoxy should be stronger but again not that strong.
    i wonder what will happen when something hit the lathe or mill bed, or it fell done for any reason, you will have cracks all over.

    the secret is on the additives that is added to the mix.

    there is an idea i am willing to try soon, i will let you know how it goes.

    its involves, aluminum (s.steel) mesh + fibergalss sheets.
    you simply place fiberglass sheet then use a paint brush to put a epoxy coat on it (as low as you can go) , then place the metal mesh , then again apply a sheet of fiber glass coated with epoxy on both sides and again and again , untill you obtain the thickness you want.
    with some thinking it can be placed in molds offcourse, as fiberglass sheets and are very flexable.

    that should have a good impact resistance, but it require long time to be made.

    but i wasnt thinking of using this or other methods for making the bed only , maybe construct the whole thing.

    one other thing i didnt see anyone mention it, is to fill metal sections with resins (for damping). that will protect the resin.

  6. #906
    Join Date
    Jul 2005
    Posts
    12177
    Quote Originally Posted by walter View Post
    "Houston, we have a problem.."



    Did it come back or stay bent?

  7. #907
    Join Date
    May 2003
    Posts
    792
    Quote Originally Posted by Geof View Post
    Did it come back?
    It did not.


    1. The Forklift Theory is definitely out. You can hit it at 30mph and crack the forklift, basically.

    2. I still consider it a failure, due to the gummy nature of this particular sample.


    Something is definitely wrong here. Could be the carbon powder, could be the epoxy, I dont know..

    This thing is far away from granite- it's basically a big shoe sole.

    Keep in mind that I'm not looking for damping properties here (that seems to be excellent!). I'm looking for concrete and granite-like slabiness.

    The EQ countertops seem to have that, could it be the polyester resin?
    _
    Attached Thumbnails Attached Thumbnails test1.JPG   test2.JPG   test3.JPG   test4.JPG  

    test5.JPG   test6.JPG  

  8. #908
    Join Date
    Dec 2006
    Posts
    325
    Walter,
    Is it really a problem?

    Ok, it bent, was it easy to bend? Do you have any idea of the psi's required to bend that slab? Don't forget that all metals bend. I see that the piece of angle iron flatened also. Which one started bending first? the E/G or the angle iron??

    I also noticed that the largest aggregate you had in your mix was under a milimeter in diameter, the results might be different with larger aggregate like 1/4" for instance.

    That seems to prove that steel reenforcement is also necessary.

    Walter, I don't find the results discouraging at all. It just did not work exactly as expected, and there are still a lot of possible solutions down the road.

    Thanks for the photos, and your output

    Best regards

    Bruno

  9. #909
    Join Date
    Dec 2006
    Posts
    325
    Walter,

    If the product is gummy maybe ther is too much epoxy in the mix!??! I doubt that the carbon powder would have any effect unless you have 10% in volume in the mix which does seem to be the case.

    Bruno

    Bruno

  10. #910
    Join Date
    Dec 2005
    Posts
    1408
    Quote Originally Posted by brunog View Post
    Walter,


    Walter, I don't find the results discouraging at all. It just did not work exactly as expected, and there are still a lot of possible solutions down the road.

    Thanks for the photos, and your output

    Best regards

    Bruno
    Dear Bruno,

    You are bang on the button. It isn't any kind of failure....it's progress.


    Best wishes

    Martin

  11. #911
    Join Date
    Jul 2005
    Posts
    12177
    Walter keep the fragments, looked like you had broken it. Test one again in two or three weeks to see if the curing continues. And possibly warm the other very gently up to 40 or 50C and hold it there for a week and see if that makes a difference.

    You may simply not have it fully cured.

  12. #912
    Join Date
    May 2003
    Posts
    792
    Good ideas. Thank you!

  13. #913
    Join Date
    Apr 2004
    Posts
    41
    Here is another thought.

    Up the resin to 15% by volume.

    Add chopped fiberglass fibers to the mix.

  14. #914
    Join Date
    Jul 2006
    Posts
    1256
    Progress!
    We need to compair results
    from Walter,Sandi,Speed,William as to ratios, vibration etc.
    Walter has undercure.The low epoxy ratios appear to slow down the curing process and the aggregates act as a heat sink.Full epoxy cure is usually 1 week with all the fill it maybe 2weeks or a post cure in the oven may be necessary.Any epoxy sand I ever did got extremely hot,mind you my ratios were mor like20%/80%.Give it time to cure or do the oven thing when the wife is out.
    Off ratio can result in "gummy"I am sure everyone has mixed properly.
    If you use two separate A&B measuring cups,notice much epoxy stays in the cup and you have to scrape it out.More accuracy can be had if you get graduated mix containers from home depot in the paint dept.or from a bodyshop supply.Say pour in A to 8 oz and B to 16oz and you will have an accurate mix for 1 to 1..During power mixing you should once in a while stop and scrape the sides of the mix container and proceed with the power mixing otherwise one componet tends to collect on the side walls.
    Good progress!!!
    Larry

  15. #915
    Join Date
    May 2003
    Posts
    792
    Quote Originally Posted by max_imum2000 View Post
    i have read this thread from the start
    i came from a chemical background ( i am a chemical engineer)
    i had many test before on different kinds of polymers
    most of these are not impact resistance.

    the best i came with is using polyester resin combined with aluminum fibers (left overs from my lathe). it came out to be very very strong but again not impact resistance . epoxy should be stronger but again not that strong.

    Max,
    I appreciate the input.
    There are some great people here, and always room for more so please join the discussion. New ideas are welcome.

    Speed,
    Your aggregate seems to work better. I may need to up the size...

    Bruno,
    My other samples don't seem to have that gumminess. They were poured just 24h ago (1/3 thickness).

    left: superfine quartz only
    center: pool sand only (up to 700 micron)
    right: zeeospheres only

    No pigments




    Center sample feels solid and very heavy but glass-like fragile. It will definitely shatter into pieces. Fine powder sample resembles chocolate caramel cookie bars- I almost can’t believe that I haven’t tasted it yet.

    Third sample has granite like surface, extremely smooth, very tightly packed. (Zeeospheres are known for their low viscosity and great flow).

    Not heavy but definitely stone like! I'm impressed.

    Larry,
    Thanks for stopping by, I was hoping you would chime in!
    Well, I guess my adventurous mixing technique is showing up. This was my first sample and the accuracy was +-20%. Haven't even started on vibration.

    More info tomorrow. Thanks for all the contributions!
    :cheers:

  16. #916
    Join Date
    Apr 2004
    Posts
    41
    My light sand is Pavestone brand filter sand gotten at the Depot.
    Very clean out of the bag, but wet so I had to dry it.

    I will probably use the same, add chopped fiberglass fibers
    and up the epoxy to 15%.

    But no more testing, next I'm going for it.

    "Sink or Swim"

    20 bags of sand, 10 gallons epoxy ,25 pounds of 1/2" chopped fiberglass.

    I'll have to adjust it, my calculations I need 75 gallons, appox 10 cubic foot.

    I'm going to bed.

  17. #917
    Join Date
    Jul 2006
    Posts
    1256
    Walter is your blue sample only Zeeospheres or a percentage?Do you notice an improvement in mixing properties with the ballbearing action of the Zeeospheres?
    Mix ratios must be adhered to.1to1,2to1etc are formulated for ease.Specific air craft type epoxy maybe 46/54.1to1 or2to1 maybe more forgiving but we should try to be within 5%ratio.
    On the surface plate mixing or TT,they stress not to scrape the sides of the mix container to get every last drop as it will not be mixed properly from the sides.You are right,some of you pours look good enough to eat.Perhaps we will be making cookies.:cheers:
    Larry

  18. #918
    Join Date
    Jul 2006
    Posts
    1256
    Speed33317 SLOWDOWN grab a couple of:cheers: eers.YOU ARE SPEEDING,120 in a 60 Zone.As per Walters "choclate carmel cookie bars"You want this to work. Do some testing first.The chopped glass will thicken the mixALOT.
    My$2.00 worth due to inflation
    Larry

  19. #919
    Join Date
    May 2003
    Posts
    792
    Zeeospheres only, Larry.

    Talking about improvement! This stuff is absolutely incredible. Must be seen to be believed..



    (bottom thumbnail has a bigger picture).


    But check this out - 50/50 Zeeospheres and 3 micron quartz powder. Also very strong and stone like.



    I may need to look into this some more...
    Attached Thumbnails Attached Thumbnails zeeospheres1.jpg  

  20. #920
    Join Date
    Jul 2006
    Posts
    1256
    Walter,you know the benifets of spheres,but at 100% we do not know the vibra damping qualities.Shurly 3M with their high tec labs would do testing as it would benefit them if the qualities equaled E/Q or E/G in machine damping.Talking to a sales rep may prove interesting.
    Spheres arrest cracking,besides other qualities and an E mail to 3M about our application may result in their labs testing for us.
    Larry

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