| Types and approximate weights | 800 kg | 1200 kg | 4200 kg | 5200 kg | ||
|---|---|---|---|---|---|---|
| Characteristics of the S.G.D.G. patented Automatic Impact Hammers used in pile driving. | Approx. No. of blows per minute (1) | 240 | 270 | 140 | 120 | |
| Approx compressed air flow m3./min. (1) | 9 | 11 | 33 | 35 | ||
| Power in KGM/BLOW (@ 7 bar) (1) | 455 | 700 | 3600 | 5200 | ||
| Inner diameter of intake pipe (1) | 40 mm | 40 mm | 50 mm | 50 mm | ||
| Pile driving work suitable for PAJOT Impact Hammers | Metal Sheet Piles (2) | Width | 300 to 600 mm | 300 to 750 mm | Pair | Pair |
| Pile height | 6 to 8 m | 6 to 11 m | 20 m | 30 m | ||
| Square or round wooden piles (2) | Width | 440 mm | 440 mm | 1220 mm | 1220 mm | |
| Pile height | 4 to 8 m | 6 to 9 m | 20 m | 20 m | ||
| Reinforced concrete piles (2) | Width | 200x200 mm | 200x200 mm | 400x400 mm | 400x400 mm | |
| Pile height | 4 to 6 m | 5 to 7 m | 20 m | 25 m | ||
| Download PDF file | MAP 1000C data sheet | MAP 1000C data sheet | MAP 4200C data sheet | MAP 4200C data sheet | ||
1- The figures below have been calculated on the basis of a motor fluid pressure of 5.6 kg of pressure and are provided for information only
2- In soil with a medium consistency
