2nd generation side-grip piler and UP/DOWN hammer
2nd generation side-grip piler and UP/DOWN hammer

1st and 2nd generation comparison

Subject1st generation2nd generationRaMeC's benefits
1. Location of the vibration force80-90cm (3ft) outside the pile
Inside the pile
Due to RaMeC’s patented “centric hit”, the vibration force is always 20% more in same excavator.
How to verify RaMeC’s “centric hit” benefits? You can ask the operator, how much faster the pile
penetrates in to the ground after the side-grip is changed to end-grip. (He will answer over 20%).

Due to “centric hit”construction, RaMeC doesn’t have any repair welding or absorbing rubber problems.
2. Vibrator's dead weight


(”dead weight” is the weight of the vibrator to be accelerated 50 times a second UP and DOWN)
from 1500kg to 2500kg
800-900kg
RaMeC has always over 20% more vibration force in same excavator.
Some side-grip competitors have increased “dead weight” by 20-30%, causing vibra-force to decrease by 20-30%
Now some customers are repairing their old vibrators to get “old” vibra-force back.
3. Ground vibrationVery high ground vibration because 1st generation is shaking the pile. Over 50% of the ground vibration is coming from the pile’s shaking.Very low ground vibration, because RaMeC “centric hit” is causing very little pile shaking.In city are near historic buildings.
Railway, slopes and railway tracks.

We measured ground vibration caused by RaMeC: in very hard ground, 7mm/s and in soft ground, 1-3mm/s
(in many countries the maximum ground vibration near historic buildings is 6mm/s and in city area 12mm/2)

“vibration free START/STOP-system” doesn’t help anything, because there is no pile penetration without vibration force.




4. Shaking the pile or pipe / railway track during the vibrationVery much.
Very little.
RaMeC has always over 20% more vibration force in same excavator.
30-50% less ground vibration. Also not cutting tubular pipes or railway tracks above the upper grip.
5. Driving piles straight in X, Y, Z and R directions

- Manual steering: lots of problems in X, Y, Z and R-directions.
- Automatic steering: less problems, but needs hundreds of hours training.
Very simple and accurate steering system.
No problems in X, Y, Z, or R directions.
Due to “centric hit”, RaMeC steering is simple and reliable.
Operator is able to drive piles straight or in any angle, after only 2-4 hours of training.
6. Pile wall “falling down” challenge
Big challenge for operator, because the 1st generation is naturally trying to tilt the pile to the right (R) direction.

Picture taken in August 2018
No problem, the vibration force is already in the center of the pile. Less tilting torque to the right.10-50% more driven piles.
7. Pile gripping force50-60 tons from 2 arms.130 tons.No grip slipping or sliding no “cat” marks.
8. Vibra bearings lubrication and coolingSome brands have no extra lubrication. Some brands have a minimum lubrication but no cooling.Full lubrication and cooling system.
Longer bearings life and and no breaks needed for cooling the bearings.
9. Service and repair costs20-30% more.20-30% less. We don’t know any welding or grip pads sliding problems.Less service costs.
No idle time.
10. Hard ground (SPT>40) or extracting
jammed piles
Not possible.If RaMeC vibrator fails because of too hard ground, RaMeC UP/DOWN hammer can still finish the job.
Saving thousands and thousands of euros. No need to bring bigger, much more expensive machines to the job site. No piles left in the ground
11. Double U, Z-profile s-piles and wide,thin dam
reinforcement sheet-piles
1st generation can somehow handle only short double U-profiles.No problem for Special RaMeC

More special applications!
More usage rate!
Mor profit!
How to verify RaMeC’s “centric hit” benefits?

You can ask the operator, how much faster the pile penetrates in to the ground after the side-grip is changed to end-grip. (He will answer over 20%). Due to “centric hit”construction, RaMeC doesn’t have any repair welding or absorbing rubber problems.

Some side-grip competitors have increased “dead weight” by 20-30%

causing vibra-force to decrease by 20-30% Now some customers are repairing their old vibrators to get “old” vibra-force back.

What every piling contractor knows or should know about most economical way of piling?

 

  1. Why to use vibrator instead of hammer?
    The vibrator keeps the pile in continuous UP/DOWN movement, causing ONLY dynamic friction. A hammer’s hit has to win the static friction, which is 3-4 times bigger than the dynamic friction
  2. The “dead weight” of the vibrator (see subject 2)
    The hydraulic power of powerpack (or excavator) is needed to lift/lower the pile 40-50 times a second and is keeping the
    pile under dynamic friction; that will say the hydraulic power is needed to lift/lower a) the “dead weight” of 800-2500kg
    b) the piles weight of 500-700kg and also fight the ground friction of the pile
    The “dead weight” of the vibrator in consisting of the gripping arms, vibrahouse, hydraulic cylinders, hydraulic motors etc. and the weight of the vibrator going UP and DOWN for 40-50 times a second “centric hit” innovation: Only the vibrahouse including the gripping pads is going UP and DOWN.
    Very simple conclusion: Less “dead weight”, more power left for the vibration in same excavator and less fuel consumption
  3. 1. The ground vibration is caused by 40-60% of pile’s shaking and 30-60% by soil friction
  1. 2. The working noise is caused 50-80% by piles shaking, the rest is from the excavator and vibrator
  2. How compare vibraforces of different brands?
    The only right way is to compare the hydraulic power the vibrator is taking and adding the 20% extra power RaMeC “centric hit” technology is bringing.
    Why the hydraulic power: Some vibrator makers have RPM as 1500 l/min some 3500 l/min. Some manufacturers are using big eccentric weights torque and small RPM, etc. etc. But all manufacturers are using hydraulic power to run the vibrator.

HOW TO GET CONVINCED about benefits on the “centric hit”?

RaMeC’s proposal: Arrange a side-by-side comparison test with ANY competitor chosen by you. We are ready to participate in this test free of charge to you. Our SOLE conditions to arrange this test is that we are both committed to future business.