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Vibrohammers
 
Qualities such as heavy duty, rugged performance at low noise emission in high demand operations are combined in the hydraulically and electrically driven Tünkers vibratory pile drivers.
 
An optimal adaption to the soil resonance and the vibration characteristics of the pile is made possible by the two-step frequency solution.
 
Service and sales agents world wide.

Please contact:

TÜNKERS Maschinenbau GmbH
Am Rosenkothen 8
40880 Ratingen

Tel. 02102 - 4517-0
Fax 02102 - 4517-9999

 
Electric Vibrohammer
PE 50.01		 Electric Vibrohammer
PE 150.1		 Electric Vibrohammer
PE 220 		Hydraulic Vibrohammer
HVB 100 Vario		 Hydraulic Vibrohammer
HVB 130

Model PE 100.06 PE 150.06 PE 180.06 PE 220.06
Eccentric moment (Nm) 650 1000 1200 1400
Motor output (kw) 200 320 360 400
Frequency (c.p.m.) 1200
Centrifugal force (kN) 1000 1500 1800 2200
Amplitude during idling (mm) max. 18 20 22 22
Acceleration during idling (g) 16 17
Extracting force (kN) 500 500/800 800
Clamping force (kN) 1300 2 x 1000 2 x 1800
Chuck clearance (mm) 45
Starting system Star
Operation system at control unit or remote control
Weight vibrohammer (kg) 6500 10000 12000 14000
Weight control unit 500 800
N Value sand soil 50 +
N Value clay soil, Silty soil 50 +
Driving: 
Sheet pile length IV 19 M IV 30 M IV 36 M IV 42 M
H-shaped and I-shaped steel length IV 19 M IV 30 M IV 36 M IV 42 M
Lifting capacity (kN) depending of the pile weight
Boom length (m) depending of the pile length
Extracting: 
H-shaped and I-shaped steel length IV 19 M IV 30 M IV 36 M IV 42 M
Sheet pile length IV 19 M IV 30 M IV 36 M IV 42 M
Lifting capacity (kN) depending of the pile weight
Boom length (m) depending of the pile length
Generator (KVA) 500 750 800 1000
Power cable 4 x 35 mm²
Supply cable 20 m 4 x 95 mm²
Voltage frequency V/Hz 380/60


Electric-Tubular-Vibrohammer Type TPE 100 Dual/150 Dual
Example for application

Tubular Vibrohammers are suitable for the driving and extracting of very long (50m) sheet piles or H-beams.

The Vibrohammer has in the center location a tunnel with 2 clamping devices.

The Vibrohammer can be placed at the optional driving position for ground condition and pile length.

After reaching limit of drive the Vibrohammer can be released, repositioned on the sheet pile and driving can be continued.

Advantages:

  • No requirement of "pile-top" clamping
  • Short-length driving:
    Lower center of gravity
    Increased performance due to lower pile resonance

When necessary water jet cutters can also be used to assist driving in hardened ground.


Hydraulic tubular pile vibrator



Technical data: TPE 100 Dual Step 1 Step 2
Eccentric 620 Nm 280 Nm
Centrifugal force 0-1000 kN 0-1000 kN
Frequency 1200 Upm 1800 Upm
Max. amplitude 15,5 mm 7 mm
Acceleration 12,5 g 12,7 g
Dyn. Weight 8000 kg 8000 kg
Line pull for extraction 50 t 50 t
Theoretical power (short time load) 240 kW 240 kW
4 three-phase vibrating motors    
4 channel-60 Hz    
Continuous load 160 kW 160 kW
Short time load 240 kW 240 kW

Technical data: TPE 150 Dual Step 1 Step 2
Eccentric 950 Nm 420 Nm
Centrifugal force 0-1500 kN 0-1500 kN
Frequency 1200 Upm 1800 Upm
Max. amplitude 19 mm 8,5 mm
Acceleration 15,3 g 12,7 g
Dyn. Weight 9800 kg 9800 kg
Line pull for extraction 50 t 50 t
Theoretical power (short time load) 400 kW 400 kW
4 three-phase vibrating motors    
4 channel-60 Hz    
Continuous load 240 kW 240 kW
Short time load 400 kW 400 kW


Hydraulic tubular pile vibrator