https://api-pimcore.palfinger.com/productdata-export/v2/productdetail/PK+135.002+TEC+7_S531-SK-A/emea/en

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PK 135.002 TEC 7
  • Gross vehicle weight of 32 t – fully equipped with 2500 to 3000 kg payload capacity (four-axle truck)
  • Gross vehicle weight of 40 t – fully equipped with 8000 kg payload capacity (five-axle truck)
  • High mobility due to the mounting on standard truck chassis
  • Very stiff and light boom system thanks to P-Profile
  • Additional applications with Power Link Plus
  • More efficiency with fly-jib due to DPS Plus and DPS-C
  • Maximum utilisation of the working range thanks to extended HPSC
  • Increased comfort and safety due to Soft Stop
  • Practical and attractive due to Functional Design
Brochures
Max. lifting moment109.3
Max. lifting capacity30000
Max. hydraulic outreach21.9
Slewing angle
Slewing torque with 2 gears10.6
Stabilizer spread (std)10.0 m
Fitting space required (std)2.55
Max. operating pressure385
Pump capacity2x 100 - 130 l/min
Dead weight (std.)10170
Drawing
Cranes shown in the leaflet are partially optional equipped and do not always correspond to the standard version.
Country-specific regulations must be observed. Dimensions may vary. Subject to technical changes, errors and translation mistakes.



Lifting moment

Outreach

Slewing angle

Slewing torque (mt)

Pressure

Pump capacity (l/min)

Crane Weight

Crane Height

Crane Width

Installation Width

Max stroke lenght

Max lifting capacity

Load vertical
C105.0 mt10.8 m10.6 38.5 Mpa2x 100 - 130 10170 kg2600 mm2550 mm2450 mm10600 mm- 9900 kg
E101.6 mt15.0 m10.6 38.5 Mpa2x 100 - 130 10930 kg2600 mm2550 mm2540 mm14800 mm- 6600 kg
F100.7 mt17.2 m10.6 38.5 Mpa2x 100 - 130 11250 kg2600 mm2550 mm2600 mm17100 mm- 5400 kg
G99.0 mt19.6 m10.6 38.5 Mpa2x 100 - 130 11530 kg2600 mm2550 mm2600 mm19400 mm- 4500 kg
H99.2 mt22.0 m10.6 38.5 Mpa2x 100 - 130 11780 kg2600 mm2550 mm2600 mm21900 mm- 3800 kg
h-pj150-e-dpsc
The outreaches stated are with a boom angle of 20° and are therefore not the maximum. When using mechanical boom extensions, the loads shown on the charts need to be reduced by the weight of these extensions.
Drawing