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Re: Unimat 3 Milling Head; upgrading the vertical column
Since we are on the subject, this is an SL where I made a vertical guide with a rod on one side, and a threaded rod near side.
Also shown is a 3 set up for milling.? I have not made a vertical guide for this, but have mounted a Chinese milling table. |
Re: Unimat 3 Milling Head; upgrading the vertical column
¿ªÔÆÌåÓýTake a look at this idea.
It may do what you want. The author states that there may be too much pressure when
raising or lowering the head so a couple of sets of thrust
bearings may be useful. Regards,
On 16-August-2023 11:08 pm, Herman de
Leeuw via groups.io wrote:
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Re: Bolt queries
Actually 6061 is the alloy and T6 is the temper from heat treating. 6061-T0 is dead soft and machines crappy. 6061-T4 is bending grade. If you hit T6 with a wide torch for a few seconds it will bend quite nicely. But loses stiffness and strength.? Titanium is a strange material. Not just light and strong¡..it shrinks when it gets hot¡..wrap your brain around that.? That is why it is very difficult to tap (breaks taps) and why Nitinol ¡°muscle wire¡± shrinks with a lot of force when you run current through it.? On Wed, Aug 16, 2023 at 1:25 PM Jkle379184 via <jkle379184=[email protected]> wrote:
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Re: Bolt queries
Lots of different aluminums out there. Some cut and thread fine and some are soft and gum up the cutters. Some are very strong and do not like to bend and some bend easy but are weak. Normally the closer to pure aluminum, the softer it is. I like to use 6061T6, It machines nice and has the strength, but it does not like to bend. The softer more pure alloys will have a slivery look while the stronger stuff tends to has a more light grey color. Use cutting fluid made for alumin. ?Jeff
On Wednesday, August 16, 2023 at 01:10:12 PM EDT, Peter Brooks <peter@...> wrote:
Thanks everyone for the very detailed replies and discussion - fascinating. I found out myself yesterday why bolts aren¡¯t made from aluminium. I might as well have been trying to put a thread on a bar of chocolate. It was not a success. Oh well, you live and learn¡ |
Re: Bolt queries
One of my road bikes from the 70's has titanium bottom bracket bolts, but I didn't know that until the first time I took it apart.? Titanium was unusual back then, and I had never actually held a piece.? My first thought was "aluminum!?", but a quick check of some catalogs revealed the truth.? I remember holding them for hours- it was hard for me to accept that bolts that light weight could actually be strong. -Dave
On Wednesday, August 16, 2023 at 10:10:13 AM PDT, Peter Brooks <peter@...> wrote:
Thanks everyone for the very detailed replies and discussion - fascinating. I found out myself yesterday why bolts aren¡¯t made from aluminium. I might as well have been trying to put a thread on a bar of chocolate. It was not a success. Oh well, you live and learn¡ |
Re: Bolt queries
It¡¯s all based on the stress area of the bolt vs the shear area of the threaded. Threaded holes of the same material as the bolt like steel almost never strip out by shearing. The typical bolt failure mode is the bolt breaks. That is because stress on a bolt is usually a combined stress. Like tensile stress (force/area) plus bending after it is in place. Or by default the way a bolt is installed by tensile force plus torque load. Base material threads under both those conditions typically only see shear load.? Threads typically fail from being abused by much harder bolts. Friction welding and shearing action from sharp threaded shcs. Most are cold worked into shape making for a very hard and strong surface. Cross threading and many assemblies and disassemblies usually are the culprit for failed threads in materials like aluminum and cast iron.? Soft or brittle base materials don¡¯t help.? And as far as how many threads get used, when a bolt goes into a threaded hole only about 1 thread makes contact. Then the base threads yield until 3-4 threads engage the load. This is why you should torque large bolts using a torque wrench to 3/4 of the yield point. Then you will engage the 4 threads and the bolt will handle fatigue and shock loads. If you go finger tight plus a quarter turn the threads can flex causing early failure.? Stress analysis of bolted joints especially multiple bolts is quite complex. That is why typical joints are conservatively over designed.? On Wed, Aug 16, 2023 at 10:38 AM Ian Adam <adam.ian.52@...> wrote: There are copies of Machinery's Handbook , various ages, from about ?5 upwerds. Also shorter versions, how to use it books etc. |
Re: Bolt queries
Ian Adam
There are copies of Machinery's Handbook , various ages, from about ?5 upwerds. Also shorter versions, how to use it books etc.
I (not an engineer) was told a long time ago that Whitworth (who first analysed screw threads mathematically) came up with some generalities which I remember as follows: Tap a hole in something soft {eg cheese) and screw the bolt in by 6 turns. Now force the bolt out. In the bolt's thread there should be a triangular cheese spiral. Apparently the area of sheared cheese should be about the same as the cross-sectional area of the bolt. Conclusions: If you screw a bolt into a tapped hole of the same metal deeper than about 6 turns then overload it the bolt will break (less metal than the total metal in the threads. If you screw a bolt into a tapped hole in weaker metal by fewer than about 6 turns then overload it then the hole will be stripped but can then be helicoiled. If you screw a bolt into a tapped hole in stronger metal by fewer than about 6 turns then overload it then the bolt will be stripped leaving swarf in the hole that might be a (obscenity) to remove. Is this generally correct? Ian |
Re: Unimat 3 Milling Head; upgrading the vertical column
Thanks very much for this, Dick!
Any advice and sketches to share on how to mill an existing vertical column and the milling/boring head - in my case a Unimat 3 - so as to accommodate the triangular gib key, and some sketches for the long threaded screw and hand crank? These being exactly the things that are missing in the original unimats.?
Herman?
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Re: Unimat Vertical Column
¿ªÔÆÌåÓýApologies for the delay. My SL¡¯s vertical post (the original) is 25mm. Bernard ? ? From: Guy Winton
Sent: 14 August 2023 17:23 To: [email protected]; peter@...; OldToolmaker Subject: Re: [Unimat] Unimat Vertical Column ? The DB etc is 25 mm by memory.
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Re: Bolt queries
What a great post!? Thank you.
?
-Guy-
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Re: Bolt queries
While it is nice to use spirol taps because they do pull the chips out, they do not pull the tiny chips that are always present in tapping.? Given that the end of a spirol tap has about 4 partial threads, it is still good practice to over drill the depth of the the pilot hole to get the proper number of full threads.? The rules of thumb offered do not require special taps to make holes.? The good practices work for gun taps, bottoming taps or any tap you have.? I have actually on several occasions made a tap out of a SHCS by turning a tapered end and machining grooves in it for cutting flutes.? The rules of thumb still apply as the 80% solution. Just guidelines.... On Tue, Aug 15, 2023 at 9:53?AM Andrei Calciu <calciu1@...> wrote:
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Re: Bolt queries
Andrei
¿ªÔÆÌåÓý
You don't need to do #2 if you are using the correct tap with a right hand spiral flute because it will eject the chips as they are made:
Here
is a video of the spiral tap in action:?
You will get easier results with less effort if you pick the right tool for the job. In the case of taps, the price is not really an obstacle, as they are quite affordable.?
From: [email protected] <[email protected]> on behalf of Tool247 <Sjkochan@...>
Sent: Tuesday, August 15, 2023 6:39 AM To: [email protected] <[email protected]>; d.seiter@... <d.seiter@...> Subject: Re: [Unimat] Bolt queries ?
Hi Peter,
Some good ¡°rules of thumb¡± for designing with bolts.? These were bestowed on me over 35 years of mechanical design and product development from gifted and generous mentors.?
1. For steel bolts into mild or stainless steel, 1.5 diameters of thread will engage the full strength of the bolt threads. For example 1/4-20 ideally should have 3/8 min full thread.?
2. For blind holes, if possible you want an extra 1 diameter of tap drill depth to have room for chips to fall during tapping.?
3. For good steel you can go as little as 1 diameter for the thread strength but 1.5 allows for drilling pilot oversized. Research into thread strength has indicated that as little as 2-4 threads truly carry the full load of a bolt, but redundancy
of 4-5 threads is a safe absolute minimum.? It takes into account thread yield and settling in of both bolt and nut threads.?
4. Aluminum bolts should not be considered structural bolts unless highly engineered , and anodized or hard coat anodized. Over time aluminum bolts oxidize and lose ductility. Aluminum bolts used anywhere need grease like lube. And yes over
time an aluminum bolt and nut or thread joint will oxidize.?
5. For structural bolts into aluminum it takes 3 diameters of full threads to engage the full strength of a steel or stainless steel bolt. I have used both stainless and alloy steel in aluminum successfully. Best practice is to use grease on
both. If you have ever seen aluminum car rims on a car after a few winters with road salt, the mating surfaces are always corroded and pitted and usually seized together from galvanic affect. Grease does help.?
Btw 18-8 or 304 stainless bolts are approx 40ksi yield and 80ksi ultimate strength. Socket head screws from unbrako or cam car or metric with stamped heads are usually approx 2x the strength of stainless.?
6. The failure in a bolted joint is always the bolt if it is pure tension. This is due to the small cross section of stress area. For this reason for steel in steel a fine threaded screw is always stronger than a course thread but assumes perfectly
formed tapped hole. If the pilot drill drills over size you can quickly go from 75% engagement to 60 or 50 with just a couple number drill sizes. That is why most mechanical designers avoid fine threads in structural applications.? Also this allows you to
pair high strength bolts with medium strength nuts because the nuts have properly formed threads.?
7. Important rule of thumb¡.if the screw looks too small, bump it up a size or 2.? Combined stresses in bolted joints can be considerable.?
8.? Minimum distance for a tapped hole or tight clearance hole for a bolt from the edge of a plate should be about 1 diameter. That is from center line of hole to edge. This engages full bolt strength and full clamping assuming the plate is
approximately 1 diameter thick minimum. This usually eliminates plate hole tear out.?
9. It is easy to calculate tensile force or shear force in a joint and is tempting to use 1 bolt to do the job. Don¡¯t fall for this temptation in critical joints. Minimum of 2 bolts is better and 3 bolts is best as a minimum. This helps mitigate
unplanned bending. There is an old saying that any bracket is a step. Don¡¯t want anyone getting hurt. Assume human body weight.?
10. Factors of safety. Any non-critical joint 1.5x.? Critical joints with shock loading 5x-8x factor of safety.? Overhead lifting 10x-12x FOS.?
Disclaimer: ?All above info is for reference only. Any critical fastener joint requires formal engineering. Just being conservative. ;)
Enjoy.?
On Mon, Aug 14, 2023 at 12:45 PM Dave Seiter <d.seiter@...> wrote:
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Re: Unimat 3 Milling Head
John,
I machined a new vertical column a few years ago to fit the DB200 with a triangular gib key. It allows vertical repositioning with absolute angular repeatability and it can be locked in position. I have a long threaded screw and hand crank for vertical movement. It works similar to the ¡°UPLA¡± device that was sold on E-Bay a few year back. Dick -- http://www.homemadetools.net/ ?SMALL TURRET TOOL POST PLANS? ?LARGE TURRET TOOL POST PLANS ?MINI- ?SMALL QC TOOL POST PLANS? ?QUICK CHANGE LATHE TURRET ?MINI LATHE COMPOUND PIVOT MODIFICATION |
Re: Bolt queries
Hi Peter, Some good ¡°rules of thumb¡± for designing with bolts.? These were bestowed on me over 35 years of mechanical design and product development from gifted and generous mentors.? 1. For steel bolts into mild or stainless steel, 1.5 diameters of thread will engage the full strength of the bolt threads. For example 1/4-20 ideally should have 3/8 min full thread.? 2. For blind holes, if possible you want an extra 1 diameter of tap drill depth to have room for chips to fall during tapping.? 3. For good steel you can go as little as 1 diameter for the thread strength but 1.5 allows for drilling pilot oversized. Research into thread strength has indicated that as little as 2-4 threads truly carry the full load of a bolt, but redundancy of 4-5 threads is a safe absolute minimum.? It takes into account thread yield and settling in of both bolt and nut threads.? 4. Aluminum bolts should not be considered structural bolts unless highly engineered , and anodized or hard coat anodized. Over time aluminum bolts oxidize and lose ductility. Aluminum bolts used anywhere need grease like lube. And yes over time an aluminum bolt and nut or thread joint will oxidize.? 5. For structural bolts into aluminum it takes 3 diameters of full threads to engage the full strength of a steel or stainless steel bolt. I have used both stainless and alloy steel in aluminum successfully. Best practice is to use grease on both. If you have ever seen aluminum car rims on a car after a few winters with road salt, the mating surfaces are always corroded and pitted and usually seized together from galvanic affect. Grease does help.? Btw 18-8 or 304 stainless bolts are approx 40ksi yield and 80ksi ultimate strength. Socket head screws from unbrako or cam car or metric with stamped heads are usually approx 2x the strength of stainless.? 6. The failure in a bolted joint is always the bolt if it is pure tension. This is due to the small cross section of stress area. For this reason for steel in steel a fine threaded screw is always stronger than a course thread but assumes perfectly formed tapped hole. If the pilot drill drills over size you can quickly go from 75% engagement to 60 or 50 with just a couple number drill sizes. That is why most mechanical designers avoid fine threads in structural applications.? Also this allows you to pair high strength bolts with medium strength nuts because the nuts have properly formed threads.? 7. Important rule of thumb¡.if the screw looks too small, bump it up a size or 2.? Combined stresses in bolted joints can be considerable.? 8.? Minimum distance for a tapped hole or tight clearance hole for a bolt from the edge of a plate should be about 1 diameter. That is from center line of hole to edge. This engages full bolt strength and full clamping assuming the plate is approximately 1 diameter thick minimum. This usually eliminates plate hole tear out.? 9. It is easy to calculate tensile force or shear force in a joint and is tempting to use 1 bolt to do the job. Don¡¯t fall for this temptation in critical joints. Minimum of 2 bolts is better and 3 bolts is best as a minimum. This helps mitigate unplanned bending. There is an old saying that any bracket is a step. Don¡¯t want anyone getting hurt. Assume human body weight.? 10. Factors of safety. Any non-critical joint 1.5x.? Critical joints with shock loading 5x-8x factor of safety.? Overhead lifting 10x-12x FOS.? Disclaimer: ?All above info is for reference only. Any critical fastener joint requires formal engineering. Just being conservative. ;) Enjoy.? On Mon, Aug 14, 2023 at 12:45 PM Dave Seiter <d.seiter@...> wrote:
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Re: Unimat 3 Milling Head
I¡¯m still getting used to using my U3 kit, so my comments are based on limited experience. I¡¯ve just been using it mounted to the slide with the single t-nut bolt that fits in the end of the milling column. This was to mill the sides of the hex head of a bolt using the dividing head. There was quite a bit of chatter and vibration using lateral movement, even taking very small cuts. In that configuration there are a lot more parts with the potential to move around. |
Re: Unimat 3 Milling Head
I have demoted the Fb1 mill to a drill press because the spindle is solid, so a cutter has more overhang and I don't have a fine feed attachment for the quill.? I bought an older Taig mill and mounted a Sherline head on it because Taig did not have an ER 16 spindle, and I liked the Sherline variable speed motor. Now Taig has a bigger motor on their mills and an ER 16 spindle.?? I like being able to stuff most of a double ended cutter up inside the spindle.?? The Taig column is a 2" square tube with a dovetail slide bolted on the front , so it makes a fairly stiff machine.?? I can run a 3/8" cutter on steel if I don't get too greedy with the depth of cut.
Chuck Daldry |
Re: Unimat 3 Milling Head
¿ªÔÆÌåÓýI have an Emco Fb1 mill.? That is a unimat 3 milling head and column attached to a 3 1/2 " square x-y milling table.? The head will tilt left and right, but not fore and aft. Chuck Daldry On 8/14/23 20:29, OldToolmaker via
groups.io wrote:
I don¡¯t own a Unimat 3 but I have been looking at the Unimat 3 milling head and am intrigued by the adjustability and versatility of the milling head. It sure seems to be able to be configured in many ways. Is any one here able to comment on it¡¯s usefulness and ease of use. It appears it might be somewhat of a challenge to set the angles for compound milling. Comments? |
Re: Unimat 3 Milling Head
If you do not already have a Uni 3, what are you proposing?? To buy the lathe and then the milling accessory?? The Uni 3 head, like the SL, has no guidance, so if you move it up/down, you lose everything.? So the only vertical motion is what you get from quill travel.? You also need the fine feed and of course a collet chuck.??
If you want a mill, buy the basic manual Sherline.? $723 + accessories.? If you want a little more, then Taig is under $1000.? Either have better milling capacity than Uni 3. Now if you are outside the US, I do not know how you handle these. |