Dual Sided Application for Crane Frame Arm Holes
Heavy machine arm frames carry bores on both sides of a welded box. Those bores have to share one axis, or the pin will not enter and the joint will not last. This page covers the datum plan, the machine setup and the inspection routine we use for dual sided application on weldments up to 4,000 mm.

Key takeaways
What a crane frame demands from dual sided application
A crane arm frame is a welded box, usually 1,500 mm to 4,000 mm long, with a pin bore on each side plate. The two bores sit on a common axis that has to line up with a mating hinge, a slew bearing or a hydraulic cylinder eye. On a 30 t lift machine, that pin may carry hundreds of kilonewtons in service.
The load path is the reason tolerances are tight. A single bore held to H7 looks fine on a bench gauge, yet the joint still binds when the pin goes in, because the second bore sits 0.15 mm off axis. The pin then works as a press fit on one side and a loose fit on the other.
Heat is the second constraint. Welded frames move after welding. A box section that measures straight on Monday can bow 1-2 mm after a week of stress relief and natural aging. Machining a frame before that movement settles means the bores will not stay coaxial.
Paint and weld spatter add a third problem. Both sides of the plate are usually flame-cut or plasma-cut, so the surfaces that touch the fixture are rough. A 0.3 mm burr under one pad tilts the whole frame and moves the far bore.
- 1Bore axisBoth bores share one centerline within 0.02-0.05 mm over the frame length.
- 2Bore sizeTypical H7 or H8 with Ra 0.8-1.6 μm, often with a hardened bushing pressed in.
- 3Face flatnessThrust faces on both sides sit within 0.05 mm so the pin shoulder seats.
- 4MaterialQ355, S355, 4130 or 4140 weldments, sometimes cast steel.
Setting the datum before the first cut
Pick the datum from the way the frame mounts on the machine, not from the way it was welded. On most crane arms we use the two bottom mounting pads plus one side face as the primary, secondary and tertiary datum. Those three features are machined first, in the same setup, and everything else is measured from them.
Clamp on the pads, not on the side plates. Side plate clamping distorts a thin box section, and the distortion releases when the clamps come off. If the wall is under 12 mm thick, we add temporary spreaders or bolt a stiffening plate across the open end.
Mark the datum on the part with a laser or a punch before the frame leaves the first setup. When the frame comes back for the second side, the operator reads the marks instead of guessing which face was cut. This single habit removes most of the scrap we see on reworked frames.
On very long frames, we mount a dial indicator on the spindle and sweep the far pad before cutting. A 0.05 mm pad height difference over 3,000 mm is 0.001° of tilt, and that is already 0.05 mm of bore shift at the far end.
- 1PrimaryTwo bottom pads, cleaned of burrs, sitting on matched-height blocks.
- 2SecondaryOne machined side face, dialed within 0.02 mm over its length.
- 3TertiaryA stop pin or end face, so the frame cannot creep along the table.
- 4Re-checkSweep the far pad after clamping; release and re-clamp if it moved more than 0.03 mm.
Machine setup for dual sided application
Frames up to 4,000 × 400 × 150 mm fit our large-travel machines. For that size, the practical route is line boring: the frame stays clamped once, the spindle bores the near side, then a long boring bar or a right-angle head reaches the far side. Both bores come off the same spindle position, so the axis error is limited by machine geometry, not by how well the operator re-clamped the part.
Many frames are shorter. A 750 × 1,150 × 550 mm envelope covers most mid-size arms, and the 500 × 500 × 450 mm and 500 × 310 × 200 mm machines handle compact links and brackets. On a 4-axis horizontal with a Ø400 mm rotary table, we index the frame 180° and bore the second side in the same program. Rotary index repeatability on a good table is a few arc seconds, which is well inside our ±0.005 mm positioning target for the bore position.
When the frame is too tall for a single pass, we flip it. That is the weaker option, and it needs a pre-machined reference face on each side. Bolt the frame to a tombstone, indicate the reference face, then bore. The second setup inherits the first setup's error, so budget 0.03-0.08 mm of axis shift on a flip, against 0.01-0.02 mm on line boring.
Tool choice matters as much as the setup. Boring bars need enough stiffness to avoid chatter in a deep box. We keep length-to-diameter below 4:1 where possible and use a tuned boring head or a damper bar past that. A chattering bar leaves a lobed bore, and a lobed bore will not pass a pin gauge even if the diameter measures on size.
- 1RoughLeave 0.5-1.0 mm on diameter and 0.3 mm on faces for the finish pass.
- 2Semi-finishBring bores to 0.15 mm on diameter, then let the frame cool before finishing.
- 3FinishOne continuous pass per bore, same feed and speed on both sides.
- 4CoolantFlood through the bar; thermal growth over a 3,000 mm frame can reach 0.02 mm.
How we verify the two bores line up
Diameter checks are the easy part. A bore gauge or an inside micrometer confirms size, and a plug gauge confirms roundness and straightness in one motion. What matters more is the relationship between the two sides.
On the machine, we sweep the far bore with a dial indicator on a bar held in the spindle. The indicator reads the far bore wall as the spindle rotates. Total indicated runout across the two bores tells us the axis error directly. For a 2,000 mm frame, we hold that under 0.05 mm.
After the frame comes off, a CMM or a portable arm measures both bores and reports the axis. We record the centerline in the X and Y directions, plus the angular error. That data goes into the inspection report, which ships with the part on request.
For pivot joints, we also check the thrust faces. A pin shoulder that does not seat flat will fret and wear the bore. Face runout against the bore axis is measured on both sides, and we hold it within 0.05 mm.
- 1In-processDial indicator sweep of the far bore while the part is still clamped.
- 2FinalCMM axis report: centerline offset plus angular error over the frame length.
- 3FunctionTrial pin fit or a plug gauge through both bores at once.
- 4RecordsDimensional report and material certs on request.
Choosing a dual sided application setup
Match the setup to frame length, quantity and axis tolerance.
| Setup | Best for | Axis error | Watch out |
|---|---|---|---|
| Line boring, single clamp | Frames 1,500-4,000 mm | 0.01-0.02 mm | Needs a long bar and a rigid fixture |
| 4-axis with rotary table | Frames under 1,200 mm | 0.02-0.03 mm | Table wear shows up as angle error |
| 5-axis simultaneous | Complex bosses plus bores | 0.01-0.02 mm | Program and probing time is higher |
| Flip and re-clamp | Very tall frames | 0.03-0.08 mm | Needs a pre-machined reference face |
| Bore both sides, press bushings | High-wear pivot points | Depends on bushing fit | Bore must hold H7 before pressing |
Which route to take
For frames under 1,200 mm in runs of 20 or more, a 4-axis rotary setup is the economical choice. For frames over 1,500 mm with a single pair of coaxial bores, line boring in one clamp is the only route that holds 0.02 mm without fighting the fixture.
Questions engineers ask
Can you machine a frame that arrives already welded and painted?
Yes, but the paint has to come off the pads and the faces that touch the fixture. Paint thickness varies by 0.05-0.15 mm and that is enough to tilt a long frame.
We usually ask for bare steel on the datum pads and around the bores. Masking those areas before paint is cheaper than removing it afterward.
What is the largest crane frame you can handle?
Our largest travel is 4,000 × 400 × 150 mm, so a frame up to about 4,000 mm long fits in one setup.
Longer frames need a different plan. We would look at segmenting the arm or machining the bores on a portable line-boring unit at your site.
Do you stress-relieve before machining?
When the drawing or the weld procedure calls for it, yes. Stress relief is usually specified for frames with heavy multi-pass welds or thick sections.
If the frame is not relieved, we rough the bores, let the part sit, then finish. That gives the weldment time to move before the last pass.
How do you hold the H7 bore size in a weldment?
We leave 0.5-1.0 mm on diameter for roughing and take the finish pass with a rigid boring bar, one continuous cut per bore.
Coolant is kept on the bar to limit thermal growth. On long frames we measure the bore at temperature and again after the part cools, to confirm the reading.
Can you press hardened bushings into the bores?
Yes. The bore is machined to the interference the bushing supplier specifies, then the bushing is pressed or chilled and fitted.
After pressing, we check the bushing ID and its position against the far side. If the fit distorts the bushing, we hone it back to size.
What do you need from us to quote?
A 3D model or a 2D drawing with the bore tolerances, the datum callouts and any weld symbols. Material grade and finish also help.
Send the files and we return a quotation plus a free DFM analysis within 12 hours.
Send your frame drawing
Upload the model and we return a quotation with a DFM note on the bore plan within 12 hours.
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