Boom foot
Inspect frame welds, ears, pins and plate transitions. Look for lines returning through paint, trapped rust and lateral movement.
Structural inspection map
Pause the purchase when there is an active crack, undocumented structural welding or visible misalignment. Uniform paint does not prove the boom and stick are original.

Inspect frame welds, ears, pins and plate transitions. Look for lines returning through paint, trapped rust and lateral movement.
Compare both sides of ears, gussets and beads. Tearing often begins where thickness changes or a repair terminates.
Use raking light on all four faces. Compare symmetry, rippling, added plates, weld ends and deformation.
Inspect the boom pin, bucket-cylinder base and bucket-pin housing. Measure pin play as a separate issue.
Check cracks, rotated bushes, locks, hooks and coupler welds. Confirm that the locking system is compatible.
Do not stop at the visible plate: follow bead ends, reinforcement edges and the opposite face. Request before/during/after images.
| Finding | What to compare | Next decision |
|---|---|---|
| Cracked paint without a metal line | May be rigid coating over a flexing area. | Clean locally and use raking light; do not conclude from paint alone. |
| Fine rust emerging from a line | Raises concern about repeated opening and closing. | Remove load, clean and escalate to testing by competent personnel. |
| Weld bead differs from opposite side | May be repair, fabrication or modification. | Compare geometry, factory references, procedure and records. |
| Reinforcement plate with sharp corners | May concentrate stress at the reinforcement end. | Inspect perimeter and reverse face; request engineering procedure. |
| Rippling or displaced stick | Suggests deformation, heat or previous loading. | Measure alignment through pins and bucket; paint is not the remedy. |
| Uniform weld with records | Reduces uncertainty but alone does not prove capacity. | Verify material, process, final inspection and functional test. |
Remove mud and grease from critical zones and photograph before abrasion. Do not polish away traceability.
Use raking light and compare left/right side, colour, texture, bead, thickness and symmetry.
With a competent operator and clear zone, watch flex, sound and movement during slow cycles and after warm-up.
Record play, alignment, gap and location on a marked image. Do not apply one generic limit to every model.
When evidence warrants it, a qualified inspector chooses dye penetrant, magnetic particle or ultrasonic testing for material and defect.
Classify original/no finding, documented repair, pending finding or unacceptable defect; attach evidence to the order.
Use the official service route for the exact steel and series before accepting any structural repair procedure.
Use the official service route for the exact steel and series before accepting any structural repair procedure.
No. An identified repair performed to a compatible procedure, inspected and aligned can be evaluated. Hidden or undocumented work should be priced as risk.
No. Suitability depends on material, preparation and flaw type. Competent personnel must select and perform testing; penetrant does not replace engineering assessment.
It may hide colour and corrosion temporarily, but changes in bead, thickness, symmetry and deformation often remain visible under light and comparison.
Transitions, cylinder mounts, reinforcement ends, pin housings and old repairs deserve priority, but the entire structure still needs inspection.
They can screen risk, not finish the assessment. Structural decisions need local cleaning, physical inspection, measurement, load observation and specialist testing when indicated.
Describe every repair as documented, pending verification or unacceptable, with location, images and allowance for inspection or correction.
Published and reviewed: 19 August 2026 · YUANJIAN MACHINERY INTERNATIONAL TRADING LIMITED