ICE Product Catalog 2024

ICE ® PilemerModel IP1530 Hydraulic Impact Pile Hammer

WWW.ICEUSA.COM 888-ICE-USA1

Simple, proven, reliable single-acting design Variable stroke ranges from 0.7’ to 5’ (200-1500mm) High-energy transfer for maximum production Variable stroke avoids damaging impact velocities to concrete (heavy ram, shorter stroke) Automatic or manual operations Uses ICE® power units, drive caps and leads

Working Specifications

Ram weight

66,100 lbs

30 tonne

Maximum energy Minimum energy

325,500 ft-lbs 43,400 ft-lbs

441 300 Nm 59 000 Nm 200-1500 mm

Stroke range

0.7-5 ft

Blows per minute

26-100

Weights

Hammer with drive cap

108,000 lbs 2,500 lbs 13,000 lbs 18,000 lbs 136,500 lbs 141,500 lbs 26-7 ft-in 8-2 ft-in 34-9 ft-in 10-6 ft-in 7-4 ft-in 8-2 ft-in 34-9 ft-in 10-6 ft-in 7-4 ft-in

49 000 kg 1 135 kg 5 900 kg 8 000 kg 62 035 kg 64 135 kg

Hydraulic hose with oil (200', 60 m)

Sleeve for 36" pipe pile Sleeve for 48" pipe pile

Total operating weight - 36" pile Total operating weight - 48" pile

Dimensions

Hammer length with drive cap

8 100 mm 2 480 mm 11 740 mm 3200 mm 2220 mm 2 480 mm 11 740 mm 3200 mm 2220 mm

Sleeve length - 36" pile Overall length - 36" pile Overall width - 36" pile Overall depth - 36" pile Sleeve length - 48" pile Overall length - 48" pile Overall width - 48" pile Overall depth - 48" pile

Standard Power Unit - ICE® 595G Power Unit

Engine

CAT C15

EPA/EU standard

EPA FLEX

EU FLEX

Power

595 HP 185 gpm

444 kW 700 Ipm 275 bar

Flow (no load) for IP1520 Max. pressure for IP1520

4,000 psi 16,350 lbs

Weight Length Height Width

7 420 kg 4 040 mm 1 855 mm 2 540 mm

160 in 73 in 100 in

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 specification changes without notice. Please consult ICE ® for the latest available information. ©International Construction Equipment, Inc. All rights reserved. January 2015.

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