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Removing an M1.4 screw takes two seconds. Deciding whether the hole is still usable often takes two minutes. Thread damage on micro fasteners is easy to overlook on the floor because the hole looks intact and the screw still goes back in, until the third rework reveals a thread that has been galled beyond use. Grading the damage and choosing a repair route by grade is the step most often skipped at the back end of a removal station, and the one that leaves the most hidden risk.
A common engineering approach splits damage into four classes. Class one is light surface scoring with an intact profile and no material transfer. Class two is local crest collapse or one to two lightly galled turns, where the go gauge still passes. Class three is two or more consecutive missing turns, where the go gauge will not pass or the no-go gauge enters too deep. Class four is substrate cracking, stud pull-out or clear hole enlargement, with the connection functionally failed. The classification is not academic, it directly decides whether the hole is repaired, replaced or scrapped. Clean residual adhesive, chips and cleaning chemistry out of the hole before grading, since a dirty hole makes every gauge reading stricter than reality. The teardown motion itself affects the grade as well, and controlling extraction force and spindle speed with small screw removal equipment measurably reduces galling caused by the removal step.
Class one usually needs only cleaning and a go-gauge check, no cutting. Class two can be reworked with a repair tap, keeping in mind that a repair tap is a reforming tool and not a cutting tool: hold steady axial pressure, run low speed and even feed, so a collapsed crest is pushed back instead of being cut away and turned into a class three. Always re-check with go and no-go gauges afterwards, passing smoothly and stopping within about two and a half turns respectively. Repairs in aluminum and magnesium should be more conservative, as both materials tend to load the tap, so prove the parameters on a scrap part first. Telling class one from class two depends heavily on whether the hole mouth can actually be seen, and the coaxial plus oblique dual lighting on an automatic vision screw removal machine helps here: oblique light shows crest reflection, coaxial light shows debris at the bottom, and the two often disagree, so it is worth running both before deciding.
Class three requires rebuilding the thread, and the three routes have different boundaries. A wire thread insert gives the best strength recovery and takes little space, suits aluminum parts from M1.2 upward, but needs dedicated tapping and installation tooling and imposes a minimum wall thickness around the hole. A self-tapping insert installs faster and tolerates a wider range of substrate, but at micro sizes the installation torque window is narrow and a slight overshoot splits thin walls. Going oversized, for example M1.4 to M1.6, is the easiest route, at the cost of losing screw standardization, complicating spare parts, and leaving no room after a second failure. The choice is normally set by wall thickness, batch size and whether the hole sits on a customer-visible surface, not by individual preference.
Class four is essentially a part replacement, or weld repair followed by remachining, which is expensive and slow, so the real answer sits in design. A few practical preventive moves: keep stud and substrate in the same material, or isolate them with coating or insulation to limit galvanic galling; set preload by material class instead of one torque value for every joint; state the teardown count limit at design stage and track it on the process card; and convert high-frequency rework joints into replaceable insert structures. With those preconditions fixed, and with the low-torque, high angular resolution parameters from an M0.8-M2.0 screw removal solution, hole life becomes predictable instead of a batch-by-batch gamble.
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