Grant Nicholas | 15/01/2016 20:23:35 |
![]() 51 forum posts | Hi Gents I got a set of ER32 collets with the WM18 mill and although it had a collet spanner it did not come with a 36mm spanner for holding the collet shaft whilst doing the collet nut up. Edited By Grant Nicholas on 15/01/2016 20:25:03 |
Johnboy25 | 15/01/2016 20:31:16 |
![]() 260 forum posts 3 photos | Nice job 👍 |
SillyOldDuffer | 15/01/2016 20:57:49 |
10668 forum posts 2415 photos | Gosh thanks Grant! I was thinking about exactly this problem today and your solution is better than the "spanner" I was going to wastefully bodge from a bit of rusty 3/8" plate tomorrow. Ta, Dave |
Peter Krogh | 15/01/2016 20:58:53 |
![]() 228 forum posts 20 photos | That's a much nicer bit of kit than the usual one punched out of plate. And, you did it! Pete |
Grant Nicholas | 15/01/2016 21:05:49 |
![]() 51 forum posts | Thanks John!
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Harry Wilkes | 15/01/2016 21:07:36 |
![]() 1613 forum posts 72 photos | Happy new spanner H |
OldMetaller | 16/01/2016 08:24:33 |
![]() 208 forum posts 25 photos | Grant, how about a short article for Neil on this piece of tooling? I have exactly the same problem with my ER32 collet chuck used on my lathe. Regards, John. |
Michael Gilligan | 16/01/2016 08:53:01 |
![]() 23121 forum posts 1360 photos | Posted by OldMetaller on 16/01/2016 08:24:33:
Grant, how about a short article for Neil on this piece of tooling? . +1 from 'requirement' through 'design & manufacture' to 'testing' ... it should make an excellent article. MichaelG. |
Neil Wyatt | 16/01/2016 10:31:24 |
![]() 19226 forum posts 749 photos 86 articles | Drop me an email if you are interested, Grant. Neil |
Tractor man | 16/01/2016 11:20:56 |
426 forum posts 1 photos | Nice level of work Grant. Simple tool but well executed. Mick |
Nick_G | 16/01/2016 11:22:43 |
![]() 1808 forum posts 744 photos | . I like it.
Nick |
Grant Nicholas | 16/01/2016 11:27:03 |
![]() 51 forum posts | Thanks for all the kind words gentleman. I am extremely honoured you think it worthy of a article in the MEW magazine! I have just realised how disappointed I am that I did not take any pictures of the steps in the project, I usually do this, but in this case got so absorbed in the build that I did not bother..... oh well nevermind, whats that saying about hindsight...... Grant
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mechman48 | 16/01/2016 12:07:25 |
![]() 2947 forum posts 468 photos | Well done Grant, nice looking spanner. George.
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SillyOldDuffer | 16/01/2016 17:39:34 |
10668 forum posts 2415 photos | Hi Grant, Many thanks for the offer of a pdf but I think I can make one using the info you've already published. My version will be much more utilitarian than your nicely finished prototype. I might publish a photo if it's not too horrible! Cheers, Dave
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NJH | 16/01/2016 18:05:29 |
![]() 2314 forum posts 139 photos | Grant The fact that you did not take pictures need not be a problem. Just make it again - taking pictures as you go. You can then either offer it as a prize or, if you are anything like me, keep it safely somewhere in case you lose the first one! Norman ( ps - the problem with the second option is remembering where the "safe place" is ! - maybe I' m a bit older than you though) |
Muzzer | 16/01/2016 18:33:24 |
![]() 2904 forum posts 448 photos | Nice work Grant! There's some interesting stuff in F360, especially when you consider it's free for the likes of us. Sounds as if it may be a bit premature to talk about the CAM elements that are waiting for you but there is some interesting content in the "simulation" tab too. Here you can do full Finite Element Analysis (FEA) to see how close to the bone the design is with the sorts of loads you might expect to see. If you take your existing design and create some small features to denote where the spanner will contact the nut, you can apply some contact forces and simulate the stresses and strains that represent what the spanner will see in the worst case - will it be close to failure, is there a weak area where there is undue stress etc. It's under Simulation > Study > Static stress. You place loads, constraints (fixed faces for instance) and set materials (aluminium jaws and steel handle here), then click Solve. You can display stress, strain, displacement etc. I haven't taken long to model your tool very accurately (it's really not very close) but this gives an idea of how quick and easy it is to do some FE Analysis. My jaws were 25m wide and 15mm thick, so probably not as beefy as yours. The end of the handle is fixed and I assumed a torque of 5Nm (3.8lbft) and a nut dimension of 44mm A/F. With a hex head this results in equal and opposite forces of almost 1400N at the line contacts between the nut and the jaws (1400N x 36mm = 5Nm) - these are the blue arrows. The yield stress of aluminium is around 15-20 MPa, so in my example where it predicts about 70MPa peak stress, the jaws would have turned to toffee. You can see where the highest stress is - and where it would be possible to beef up the section to improve it.
Murray Edited By Muzzer on 16/01/2016 18:35:41 |
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