![]() | |
| Home Page | Mark Forums Read | Today's Posts | My Replies | Classifieds | Reviews | Photo Gallery | Web Links | Share Files | Advertise With Us | Ad List |
| |||||||
| Industrial Hobbies (Support forum) Discuss Industrial Hobbies Milling machines and get direct support here. |
| This forum is sponsored by: |
![]() |
| | LinkBack | Thread Tools | Search this Thread | Display Modes |
|
#1
| |||
| |||
How would you modify an IH type mill specifically to improve rigidity. I don't mean dampening. I mean how would you modify the column and base to reduce the deflection of a few thou when hand pressure applied? I'm sure you could live with this deflection but if you were to approach adding aftermarket rigidity to the mill what might be an effective way? Steel ribbing inside the column and base ? or ... ideas? Best Regards, Simon |
|
#4
| |||
| |||
| All, Many thanks for the replies. I should have said that this deflection is measured from the ways of the vertical column ( ie no spindle or vertical slide mounted ) to the table with both the x&y locked. By pushing on the mill column i can note significant deflection of 2-3 thou either way by reasonable pushing and up to 4-5 thou with enough strength to tip the mill a few inches off the floor which is attached to a very heavy cast iron stand. The mounting nuts for the column are as tight as they can go. The base of the column and top of the column mount i think are square. This is because when I had it mounted up i measured around 0.001 ~0.002 deviation on x over entire table. same on Y. pretty much full travel all ways around seemed to be 0.001 to 0.002. But the deflection is making me scratch my head. The only thing I could think of was that the thickness of the coumn cast iron and base cast iron would just give this deflection. ie the machine is what is is. I must point out that this is a IH type and hence may not have any addionatl ribbing in base that i seemed to think the IH ones had. So given above I was wondering how you might work out this problem. I know that you could live with it. But I was wondering if it could be resolved somehow? TIA Simon |
|
#5
| |||
| |||
| if your cncing it then take a half round tube and place in the center of the column where the screw goes. then take and fill the rest of the column with concrete or epoxy granite mixture to stiffen. the other option like i stated above is to laminate layers of material to the outside of the column making it more robust. although i really do still doubt the actual column is deflecting. i think its more along the lines of it not being bolted down square or an issue with the indicator or setup. i don't know how your measuring this but i have a hard time believing at the bottom end of the column you'd be getting that much deflection. |
| Sponsored Links |
|
#6
| |||
| |||
| Fabricate a massive steel base and column, with lots of internal ribbing. Place the mill on the fabricated base and bolt the mill to both the fabricated base and column, with shims as appropriate. Fill the fabricate column and base with sand for additional dampening performance. Regards Phil
|
|
#9
| |||
| |||
| The mill is like this one. http://www.chesteruk.net/store/super_lux_mill.htm. It probably an older model though. Also mine has a cast iron stand not the steel one shown. I can understand the reluctance to beleieve the amount of deflection. I was surprised. Im sure the indicator setup is ok. The indicator is good and I can, and have repeated the readings with another one. I had the indicator mounted in a mag stand on the table. I then wound the Y towards the ways until the indicator was about mid travel.Again to the actual colum ways not to the Z head mount. X and Y locked by tightening the gib screws and then pushed on the top of the column. Voila deflection. 2-3 thou under moderate pressure, 4-5 under enough pressure to tilt the mill. Measured at the height of a mag stand above the machine table. So only about what 6-7 inches up the column. I cant stand behind the fact the column base mount is OK so well. All i can say is that it was good, because when mill measured with head on and indicator in locked down spindle I got 1-2 thou consistency all ways around. I know the bolts are as tight as they were. I have mounted the head and measured a few times and got 1-2 with and indicator over the length of travel but still this 2-3 deflection under fairly light pressure and 4-5 with a good shove. I've been around this loop a few times now. How would you go about ensuring the column to base was a good mate etc? I wouldn't mind removing this doubt before constructing a big base or filling up the column. Although I can see both these routes as options. Anyone had this sort of problem before becasue of the base or another reason? Thanks for all posts so far. Keep them coming. I'd like to find out where and why im seeing this deflection and how to remedy. Best Regards, Simon |
|
#10
| ||||
| ||||
| This might be a pain to set up, (and I'd have to do the math to see what kind of precision you would need on the indicator), but one possible diagnostic is this. 1. Rig up a system to apply the same amount of force to the same place on the column for multiple measurements. You may be able to do this by hand repeatable enough, but something involving a rope connected to the top going through a pulley with a weight on the end would be better. 2. Measure the indicated deflection at several places up the column. 3. See if the deflection is linear, or has a curve to it. A linear deflection would suggest that the column is tilting in a ridged fashion, and the problem would have to do with the interface between the column and the base. (Weak bolts, larger washers, maybe need to grind flat the interfacing surfaces, etc.) A "curved" higher order deflection would suggest the base is fixed and the column is flexing. Then you look at ways to make the column more ridged by filling it with concrete, etc. Again, not entirely sure this would work without running some numbers and making a model. (I'm an optical engineer, so I tend to be a little anal about such things.) However, there was a time when I would just try it and see what happens. I do think it's important to separate out the problem (flex versus base mounting) as the solution to one may not help the other. |
| Sponsored Links |
|
#11
| ||||
| ||||
| Something occurred to me that might be easier. Put an indicator on the front and back of the flange where the column mounts to the base and see if there is any deflection up and down. (You need to do both front and back since you don't know where the pivot point may be.) If you don't see any deflection up and down, then you're probably looking at column flex. If you do, then your column is pivoting on the base. You should even be able to figure out the pivot point from the amount of deflection and the geometry, which would tell you where the high spot is. This of course wouldn't rule out a problem in the interface from the column to the flange (like a hairline crack, which would be picked up by my previous method) but it may be a quicker setup to try. |
|
#12
| |||
| |||
| Here are some things I did to my rf45 clone mill to strengthen the base http://www.cnczone.com/forums/showthread.php?t=35630 The third post down shows the epoxy concrete fill in my base. Im going to fill the bottom 6 inches or so of the column with epoxy concrete after I see how much clearance I need for my ballscrew in the cnc conversion. Also a 1.25 inch stud through the center. I bet yours is flexing the base where the column mounts to it. Dave |
![]() |
| Currently Active Users Viewing This Thread: 1 (0 members and 1 guests) | |
| Thread Tools | Search this Thread |
| Display Modes | |
| |
Similar Threads | ||||
| Thread | Thread Starter | Forum | Replies | Last Post |
| What type of end mill is used for plastic? | replicapro | General Metalwork Discussion | 10 | 07-21-2010 10:29 AM |
| Strengthening wireless network signal? | kong | Computers and Networking | 9 | 02-04-2005 11:42 PM |
| What type of end mill do I need? | jderou | General Metalwork Discussion | 12 | 09-03-2004 02:59 PM |