587,770 active members*
3,162 visitors online*
Register for free
Login
IndustryArena Forum > Mechanical Engineering > Epoxy Granite > Epoxy-Granite machine bases (was Polymer concrete frame?)
Page 52 of 220 242505152535462102152
Results 1,021 to 1,040 of 5052

Hybrid View

  1. #1
    Join Date
    Jul 2006
    Posts
    1256
    Here is a few pics Atenman1 requested.Sorry Calvin for the long delay.
    Larry
    Attached Thumbnails Attached Thumbnails 28hzpics 030.jpg   28hzpics 042.jpg  

  2. #2
    Join Date
    May 2003
    Posts
    792
    Now that's a speaker system!

  3. #3
    Join Date
    Jul 2006
    Posts
    1256
    Quote:
    This raises the question of: How can we dispose of an obsolete polymer concrete system? What is required to break it into small enough pieces to remove from your basement?Albion
    TNT?

  4. #4
    Join Date
    Dec 2006
    Posts
    325
    Quote Originally Posted by lgalla View Post
    Quote:
    This raises the question of: How can we dispose of an obsolete polymer concrete system? What is required to break it into small enough pieces to remove from your basement?Albion
    TNT?
    Sell the house!

  5. #5
    Join Date
    Jul 2006
    Posts
    1256
    Wow Cameron you sure have a lot of energy,You must be one of the younger guys.I am a bit slow at my age,so it takes more time to sink in.
    Sandi's resin is a bit confusing to me as it has a potlife of 400 minutes.Never heard or such a long potlife and 10hr cure.
    I am supprised US Composites use Epotuff 606,as Aliphatic polyamide curing agents are generally premium products,not found in $30/gal epoxy.Bargoon??
    Assumptions on resin cannot be made as there is thousands of formulations.
    Basically epoxy hardners and resins may be two different manfactures.The formulators put it together in an end user package.Your epoxy resin may be from Dow and your hardner from richold or India.
    We should compare specs from the formulators to see which is better.After US Composites at $30,we go to Epoxy.com at $45 to West epoxy,East epoxy,System 3,Mas epoxy etc in the $100/gal range.
    Better??because of price?I don't know,but being below having sufficent funds and being El cheapo I will stick with the low cost epoxy.I will not pay 4 times the price as you are paying $70/gal for advertising.I guess I sound like I work for US Comp.No, I just want more bang for the buck.
    Caution do not search for custom formulations as the thread will go to 5 million posts.Stick with the formulations from the formulators.
    Larry

  6. #6
    Join Date
    Jul 2006
    Posts
    1256
    This is a private message for Calvin aka Atenman1.
    Looks are deciving.These cabinets are actually vibratory compaction units.4 produce 145db at 1600watts/box total 6400watts.These units must be solidly fastened to the floor as they may self levetate.As vibratory compaction units they are up to the challenge to liquify any E/G mix.They also double as extreme nightclub subwoofers.
    Larry

  7. #7
    Join Date
    Apr 2007
    Posts
    777

    US Composites Epoxy

    I talked to U.S. Composites again today and their 635 resin is based on Reichhold Epotuf 37-127 which has reactive dilutents. From yesterday's exercise, the slow hardener is Reichhold 37-606. I believe the resin is similar or equivalent to Dow D.E.R 324. Though the resin contains glicidyl ether, the MSDS doesn't show either the resin or the epoxy as Hazardous. Datasheet is attached.

    Cheers,

    Cameron
    Attached Files Attached Files

  8. #8
    Join Date
    Jul 2006
    Posts
    1256
    Hay Cameron I posted this pdf quite a while ago and it may deserve review.The addition of low % glass fiber dramadically increases all properties of polymer concrete.I learned a small % of milled glassfiber provides extra re inforcement.If you get even one fiber between the aggregates strength goes up.The boys won't like the 20% epoxy ratio.
    I am no expert at epoxy and fillers other than hands on experience.I was doing this stuff 20 years ago with out the web.I had to contact suppliers and get data in the mail.The info in my head maybe outdated,but some of the guesses I made were good.
    E/G or example formula:Mold backup.Mix epoxy with sand until very thick.Would like higher strength, add milled fiber.Too thick,place mix container in hot water to lower viscosity,coat mold with mix.Resin pooling would occur in 10 minutes,soak up with glass cloth or sprinkle in more sand.Not very scietific,but worked for me.I like the thread as some of my guesses 20 years past were good.The problem I find with the web is too much info.
    Sandi's resin and hardner specs are confusing,It appears the resin/hardner must have post cure.Sandi should use a room temperature curing system???
    Attached Files Attached Files

  9. #9
    Join Date
    May 2003
    Posts
    792
    Taking Larry's advice on fiberglass:
    (for test purposes)




    I also did another pipe test:




    Took Geof's advice and left the sample on warm surface (7 days).

    1. I did have a massive under cure.
    2. Still think that the overuse of pigment weakened (gummed) the sample.(chair)

    I'm heading to the lab to do some more destruction.
    _
    Attached Thumbnails Attached Thumbnails test2.jpg  

  10. #10
    Join Date
    Apr 2007
    Posts
    777

    Quick reply to larry and walter

    Larry,

    I looked at your study and it's interesting but they left out the important parameter of how long the fibers they used were. Fibers are another mechanism besides aggregate and nano-particles. Fibers about an inch to an inch and a half long will be almost as good as cloth for most glass and carbon fibers and easier to mix.

    I did not look at attachments in the first 800 posts as I was only a lurker then and not a member then so thanks for reposting. You did notice my comments about the US. composites 635 having reactive dilutents?

    Walter,

    Looking at your test pic , the clamp failed in brittle failure making me think it is cast iron or some such thing with lousy tensile strength. Also, the size of the sample as opposed to the clamp makes me thing the clamp is way to small. An earlier back of the envelope calculation indicated pressure to fail a sample will be near 5 tons for compression of a 1/2 inch square sample. Don't know for the flexural setup you have but it will also probably be large. Finally, my readings show that the epoxy cure can be massively affected by additives like carbon black. I would advise two hours in an oven at 320F to ensure that the sample is cured if you suspect gumminess as the paper I read on nanosilica had them doing that when they discovered their epoxy had not cured.

    Gotta go move a pile of lumber today so might not be fast on the replies.

  11. #11
    Join Date
    May 2003
    Posts
    792
    Ok, done testing.

    Conclusion: I'm going back to buying tools at Sears...
    _
    Attached Thumbnails Attached Thumbnails test3.jpg  

  12. #12
    Join Date
    Jul 2006
    Posts
    1256
    Cameron the fibers were 6mm.
    Glicidyl ether is a reactive dilutant containing epoxy groups which crosslink with the epoxy.If US Composites is shipping Non Hazmat, their epoxy is not flamable.Any epoxy with solvents would ship Hazmat.

  13. #13
    Join Date
    Apr 2007
    Posts
    777
    Larry, The fibers were 6mm long. They didn't give the diameter. From vendor spec sheets I assume they're something like zoltek pan33: See http://www.zoltek.com/panex_products/pan33_chopped.pdf

    There is a parameter called the critical length for fiber reinforcement that if exceeded by a factor of 15 yields a formula that is almost as good as infinitely long fibers. For 7 micrometer fibers like the pan33 it's about 1 mm and thus 15 times that is 15mm or about 3/4 of an inch. 6 mm fibers are useful and probably easier to mix but do not provide the absolute maximum strength.

    Thanks for the comments on glicydyl ether. I've strictly got book knowledge on these subjects and don't know the chemistry portion yet.

    I'm thinking that my uber formula for parts made from the 635 epoxy is probably going to be something like 87%/ quartz sand like the foundry sand in your article, 2 %carbon black 4% 1 inch long 7um diameter carbon fibers and about 7% nano particle filled epoxy resin plus the correct amount of hardener. From what I've been reading, it may also help to add a pinch of cobalt acetyl acetonate to improve hardness and modulus and possibly some fluoro-surfactant to make the mixture better at self-de-airing. Only some experimentation will tell if this is close to right and it is not rationally thought out yet.

    What I'd like is a long wearing high modulus mixture which doesn't shatter and is good enough at self-de-airing to not need serious vacuum.

    Finally FWIW, I just realized that the factory and main office of Toray Carbon fiber US is about 15 minutes from where I live. Therefore wholesale shipping= station wagon load.

    What I need to figure out is what the advantages of fiber reinforcement vs. large particle reinforcement are.

    Thanks for the comment on the glicidyl ether.

  14. #14
    Join Date
    May 2003
    Posts
    792
    Moving on to the next samples:





    From the toughest (top) to the weakest (bottom):




    Epoxy/3 micron Quartz sample was mighty tough and went with a very loud pop.

    Epoxy/Zeeospheres sample was also pretty tough (for a hollow structures!).

    Epoxy/400-700 micron Quartz sample was the crappiest one (as expected).


    * * *

    You've got to remember that Quartz is the one with Mahs 7 hardness, not the Epoxy. The sample contained a lot of epoxy (filling large space between grains) which weakened the structure dramatically. And no, vibrating/vacuuming wont change a thing- epoxy does not compact, does it...
    Epoxy was also causing some major air entrapment so... It was time to get rid of the epoxy.


    * * *

    The solution to all my problems was found in post #660.
    New system is in place and working very well.


    * * *

    Some more scientific sampling will be done in the coming weeks. Still waiting for my precision scale, heat lamps, working on normalizing the size, testing methods, etc.


    (Not that I really need any of that... )


    :cheers:
    (Oh yes it is!)



    * * *

    Ok, that's it for today. I would encourage everyone to post their comments, projects, results, pics, whatever, let's make this a community thread where we can all share our views and experiences.
    Have a project? Don't want to start your own thread? Slap it in here!


    * * *

    BTW, There's some amazing info on these 90 pages and you should definitely sift through the old posts. Just look at the list of contributors!

    [Mcgyver, Igalla, Episs, RotarySMP, pminmo, Geof, greybeard, schrupphobel72, dansutula, turmite, JWOOD, the4thseal, Aramon, nMotion, atenman1, BobWarfield, Xerxes, RICHARD ZASTROW, Chris-Jennings, digits, Oldmanandhistoy, JerryFlyGuy, fyffe555, stlc1, ger21, myinisjap, vger, wizard, brunog, CNCAddict, oldpoopie, skippy, Eson, WilliamD, vacpress, sposl, martinw, lerman, Big S, jsage, Zumba, WYLD, svenkala, mhasting2004, Armstrong, davo727, RogerH, djshop, merl, ahlbebuck, yugami, ericdwilso, Mike Mattera, pupa, Stepper Monkey, wjfiles, LeeWay, speed33317, gt3073b, Switcher, max_imum2000, hansa, victorf, ckelloug, eloid, HBFixedGear, jkeyser14, VoxLimbo, garfieldsimons] <--- big thanks to everyone!


    * * *

    And once again:

    The Whole Shebang on E/G: post #541 (page 46)
    E/G Tips & Tricks: post #364 (page 31)
    Useful links: post #241 (page21)


    * * *

    Have a great weekend!
    :cheers:
    Attached Thumbnails Attached Thumbnails thumb1.jpg   thumb2.jpg   thumb3.jpg   thumb4.jpg  


  15. #15
    Join Date
    Jul 2006
    Posts
    1256
    Walter, you are beaming??
    Attached Thumbnails Attached Thumbnails thegrailoq7.jpg  

  16. #16
    Join Date
    May 2003
    Posts
    792
    Hey where did you get that picture??

    That was top secret!

  17. #17
    Join Date
    Jul 2006
    Posts
    1256
    Cameron I am not a chemist,but was taught to respect cobalt accelarators.They are in polyester resins and react with the cataylst,MEK peroxide to generate heat for cure.The supplier was reluctant to sell this product as if memory serves me if the cobalt and mek were mixed together by mistake a violent reaction takes place.I found a pdf on cobalt111acetylactonate.Don't know if this is the same product you mentioned.
    BTW finding MSDS was difficult as the manfactures required loging in to access MSDS.Makes me wonder.
    Attached Files Attached Files

  18. #18
    Join Date
    Apr 2007
    Posts
    777

    Cobalt(III) AcetylAcetonate

    Larry,

    Thank you for this warning on CAA (pronouced Cobalt 3 Acetyl Acetonate denoting the +3 oxidation state of the cobalt). I am by no means a chemist either. I had no idea that it might be baaaad as the MSDS didn't look terribly hazardous. The book I found on nanoparticle reinforcement by Frederich Klaus suggested the use of 1.5% of the hardener portion as CAA and said it demonstrated a 5% strength improvement in the epoxy system. They also suggested .1% of the harderner as N,N dimethyl benzamine if you have any comments about that one.

    Sachem Chemicals was their source for CAA and here is the data sheet:
    http://www.sacheminc.com/download.php?id=185

    Most of the vendors are secretive about data sheets mainly because they are secretive and don't realize that there is more to gain by letting us potential customers see them than worrying about competitors who make _identical_ products see them.

    P.S. I was able to use my title and dayjob corporate affiliation to get a chemidex account which will let me pull datasheets on most any resin without the level of BS and telephone work it took me to get the first hardener data sheet from reichhold.

  19. #19
    Join Date
    Jul 2006
    Posts
    1256
    FED/EX will take Hazmat materials at a premium cost.I thought epoxyies with VOC's were the only Hazmat materials.Some hardners are Hazmat.Granite city tool has pigment paste which is Hazmat and they will not sell online.If any epoxy can be shipped non hazmat,I assume it is safe.Requesting MSDS from the formulator is good insurance.
    Cobalt in polyesters is below 1% but the raw material is possibly not too safe for an end user.
    I suggest anyone handling chemicals check the MSDS for themselves.Agreed?
    Larry

  20. #20
    Join Date
    Apr 2007
    Posts
    777
    Checking the MSDS on anything you want to handle is a good idea. My opinion is that I'd prefer not to personally recommend something to our compadres on the thread that is more hazardous than the resins and hardeners already in play if it is avoidable. CAA was only claimed to be a 5% improvement on the properties of the nanoparticle reinforced resin so for Home Shop purposes we may be better off without it.

Page 52 of 220 242505152535462102152

Similar Threads

  1. Replies: 71
    Last Post: 08-25-2020, 01:18 PM
  2. Replies: 14
    Last Post: 11-13-2015, 02:57 AM
  3. Replies: 9
    Last Post: 01-15-2014, 11:39 AM
  4. Index to "Epoxy-Granite machine bases" thread
    By walter in forum Epoxy Granite
    Replies: 13
    Last Post: 12-02-2011, 05:45 AM
  5. Epoxy-Rice Machine Bases (was Polymer rice frame?)
    By mdierolf in forum Mechanical Calculations/Engineering Design
    Replies: 18
    Last Post: 11-02-2008, 04:16 AM

Tags for this Thread

Posting Permissions

  • You may not post new threads
  • You may not post replies
  • You may not post attachments
  • You may not edit your posts
  •