Physical Address
304 North Cardinal St.
Dorchester Center, MA 02124
Physical Address
304 North Cardinal St.
Dorchester Center, MA 02124
ISO 28927-5:2009 specifies a laboratory method for measuring hand-transmitted vibration emission at the handles of hand-held power-driven drills and impact drills. It replaces ISO 8662-6:1994, now covering non-impacting drills in addition to impact drills. The standard applies to straight drills, pistol-grip drills, and angle drills driven pneumatically, hydraulically, or electrically.
For drills without impact action, the test method depends on rotational speed. High-speed drills (≥10,000 r/min) are tested running free with a 1.5 mm drill bit since the unbalance contribution dominates. Lower-speed drills drill into grade 250 grey cast iron or E235 mild steel with specified feed forces.
| Speed (r/min) | Method | Drill Bit | Feed Force (N) |
|---|---|---|---|
| ≥ 10,000 | Free running | 1.5 mm | 0 |
| 5,500-10,000 | Drilling grey iron | 1.5 mm | 0 |
| 3,100-5,499 | Drilling grey iron | 3 mm | 50 |
| 1,000-3,099 | Drilling grey iron | 6 mm | 100 |
| < 1,000 | Drilling grey iron | 10 mm | 150-200 |
The concrete formulation for impact drill testing is precisely specified: 450 kg cement, 0.22 m³ water (water/cement ratio 0.49 ± 0.02), and 1,450 kg aggregate with controlled particle size distribution. Very hard aggregates (flint, granite) and very soft aggregates (limestone) are explicitly prohibited to ensure consistent drilling resistance.
For non-impact drills, the test measures drilling through 20 mm thick plates. Each test series consists of five holes drilled, with measurements starting when the bit contacts the plate and stopping after 8 seconds or when the hole is completed.
Three operators each drill five holes. The coefficient of variation Cv must not exceed 0.15, and standard deviation sn-1 must not exceed 0.3 m/s², or the data must be checked for errors.