ICE Product Catalog 2024
ICE ® Model 7E-SG Side-Grip Excavator Mounted Hydraulic Vibratory Driver/Extractor Excavator bucket circuit provides all hydraulic requirements. Gear case design provides maximum vibrator speed and light weight. Clamps available for single & double sheet piling, H-Beams, caissons to 4’ (1220 mm), timber, concrete and pipe piles. Optional gooseneck available for longer piles and greater reach. Drives and extracts H-Beams, sheet piles, trench plates, pipe piles, guardrail posts and more. 360 o swivel allows approach to task from any direction. Adaptable for underwater operation.
Eccentric moment Maximum frequency
645 in-lbs
7.43 kg-m
2500 vpm
Maximum centrifugal force Amplitude (free w/o clamp) Line pull for extracting Crowd capability Bottom clamp force Weight of bottom clamp Non-vibrating Weight
57 tons
511 kN
0.6 in
15 mm
20 tons 20 tons 71 tons
176 kN 176 kN 643 kN 335 kg 1410 kg 2200 mm 2159 mm 1235 mm 1330 mm 610 mm 280 bar 225 lpm 131 kW
735 lbs 3108 lbs
Height overall (HH)
87 in
Height without clamp (H)
85.0 in
Length (L)
49 in 53 in 24 in
Width/H-Beam Sheet Clamp
Throat width (TW) Maximum pressure Maximum flow Maximum power
4000 psi
59 gpm
175 HP
Sheet/H-Beam Side Clamp Clamp force Maximum clamp opening Weight with bottom clamp*
Pipe Pile Side Clamp Clamp force Maximum clamp opening*
56 tons
500 kN 250 mm
56 tons
500 kN
9.8 in
8-24 in 200-615 mm
7690 lbs
3485 kg
Weight with bottom clamp** 7155 lbs * Four sets of jaws available **Includes 620 lbss for top bracket, pins, bolts
3245 kg
* Includes 620 lbs for top bracket, pins, bolts
Performance with CAT 330C excavator Frequency at low pressure 2100 vpm Frequency at high pressure 1415 vpm
Performance with CAT 325C excavator Frequency at low pressure 2100 vpm Frequency at high pressure 1200 vpm
Designed and manufactured in USA by ICE ® World leader in cost-effective foundation equipment since 1974.
Constant improvement and engineering progress make it necessary that ICE ® , Inc reserve the right to make speci fication changes without notice. Please consult ICE ® for the latest available information.
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