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Active Contributor

Join Date: May 2011
Location: Godrej And Boyce Mnf Co Ltd
Posts: 10

Hydraulic Stand Jacks and Alternatives

02/16/2013 5:26 AM

Hi friends,

I need to lower a steel structure of 3000 MT till height of 14 mtrs. Size of the job in 70 mtr x 5 mtr x 5 mtr. We will be using 22 Hydraulic strand jacks to lower the same.

Wanted groups suggestions on 'Fail safe Mode' considerations. The Stand jack manufacturer is willing to guarantee the mechanical locking of the collets inside the jack if any failure occurs. But still i need to explore ideas to make our mechanism more safe.

Secondly, Can anyone help with any alternative to strand jacks.

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Join Date: Mar 2007
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#1

Re: Hydraulic Stand Jacks and it alternative

02/16/2013 7:08 AM

The problem will be first the jacks synchronization.

The second will be the stiffness of the structure which will support the load. The load distribution on the jacks is strongly depending on both.

If the height is 14 m you should proceed by small steps which amplitude depends on the structures compliances (both the one you move and the one which supports). Do not neglect the stiffness of the pads used for the support structure they are in series and can compromise the operation neither the quality of the ground where they are placed.

14 m it is the height of a 4..5 stories house !

The locking nut should not allow a fall more than a few mm because if the load falls more the energy is such that the whole support structure can collapse.

The cylinders should have at least a safety factor of 2.

How will you synchronize the rams ? The differences in stroke should be less of those the strctures accept due to their own compliance.

I presume the structure is 70m length with a 5x5 m section. The perimeter is thus 150 m. The distance between rams (if the load is considered as uniform) is about 7m. This makes a lot of connecting hoses and this has an influence on the system behavior.

How do you transfer the load to the support structure when the cylinders have to be placed one step lower and the piston extended again for the following step ?

It is not a trivial operation you should make sure the contractor has already an experience in such jobs.

I was confronted with loads up to 4000 MT in off-shore module handling and in other lifting operations for heavy loads so that I am aware of the problems.

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Join Date: Oct 2008
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#2

Re: Hydraulic Stand Jacks and it alternative

02/16/2013 9:45 AM

You might call these guys:

Modern Hydraulics/Nevada LLC
140B W. Grand Lake Blvd.
West Chicago, IL USA 60185

Voice 630-231-2210
Fax 630-231-2212
Email ModHyd@Gmail.com

They do this for a living.If you've never done this before, you should not attempt it without experienced, expert assistance.There are no "do overs" in this industry.

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Active Contributor

Join Date: May 2011
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#3

Re: Hydraulic Stand Jacks and Alternatives

02/17/2013 10:34 PM

Hi Gajendra,

Your tittling of your post confused people-- your text body says strand jacks which is what every heavy lift is made with these days but Your text says STAND jacks which would be hugely dangerous! Any hydraulic failure point and you lost your load!

Strand jacks are what every one uses for virtually every heavy lift everywhere in the world they are inherently safe and typically set up with many times the needed load margin.

The last one I used on one of my projects was the old school with survey instruments and analog scales and gauges but now the equipment in much improved.

You should absolutely use a specialist company for this and now with gps, lasers and inertial stabilizers this is much improved and can be controlled to millimeter fractions instead of centimeters

There is no other way that even comes close to the safety and strength of the strand jack because it gets its back up from the principal of the wedge (in the collets) which lock in the event of any hydraulic failure.

Again as some of the others mentioned the things to watch out for is soil compaction / supporting ability, the viability of your lift points, and the temporary lifting structure ---the strand jack system is the safest part of your heavy lift!

Expat07

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#4
In reply to #3

Re: Hydraulic Stand Jacks and Alternatives

02/18/2013 2:01 AM

Hydraulic jacks are commonly used for heavy loads and for many reasons. Your fears are not funded for 2 reasons:

- those jacks are usually of a special design with locking nuts on the piston rod and an auxiliary piston in the rod for main piston return.

- if the pump is far away then on the hose exactly at the connection with the cylinder and on the cylinder side there are parachute valves which close in a few hundredth of a second if the hose breaks.

The most modern solutions are based on integrated ram+pump units remote controlled by wire or by radio from a central panel. Sensors react on "problems" on the spot closing valves if any load variation occurs out of the allowed "window".

It is more difficult to lower a load than to lift it.

The system I designed already over 25 years ago was based on this principle and all rams were equipped with load cells for fine load monitoring and measurement.

The uncertainty was better 1/1000 of nominal load. It was even possible to show that weight is an invariant independent of load distribution on the lifting points.

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