Cement Mortar Lining
For pipe sizes 3"(75mm)-24"(600mm) we use an air driven
lining machine and to achieve a smooth uniform finish we
use a drag trowel.
Firstly we pull the hosing assembly into the pipe to be
lined, the hosing assembly consists of a high-pressure hydraulic
hose 1"(25mm)-2"(50mm) diameter depending on pipe size. To
one side of this hose a smaller pneumatic hose is connected,
usually 0.5"(13mm) this is to power the lining machine via
an air compressor, on the opposite side of the hydraulic
hose we connect a small wire rope 0.5"(13mm) this is connected
to the hose reel winch.
Once this is done we fit the lining machine and drag trowel
to the hosing assembly and test to ensure the equipment
is running correctly.
The next stage is to mix the mortar, once the correct
consistency is obtained we pump the mortar to the lining
machine via the hydraulic hose, the pump is usually a triple
piston pump or a rotor- stator type pump, both of these
produce a smooth and constant flow. As the mortar approaches
the lining machine the compressed air is turned on and
the head of the machine begins to rotate at approximately
1800rpm. As the mortar reaches the rotating head of the
lining machine it is fragmented and the pieces are thrown
out with a centrifugal force.
At this stage we begin to extract the hosing assembly
from the pipe by starting the hose reel winch, this has
a speed regulator thus giving us a controlled thickness
of the applied mortar. The appearance of the lining at
this stage is somewhat like the surface of an Orange, hence
the term "Orange peel finish", for some applications this
is good enough, but the majority of the time the client
requests a smooth and uniform finish. This is achieved
by using a drag trowel; this is connected to the front
of the lining machine. The trowel is set under tension
and as it is dragged in front of the lining machine it
smoothes the lining giving a uniform finish.
Cement Mortar Lining of Pipes 24"(600mm) and
above
Pipes with a diameter of 24"(600mm) and above
are classed as man-entry pipes, this means that it is safe
for a man to enter the pipe, this enables us to have operators
within the pipe operating the machinery.
For large diameter pipe we have four pieces of machinery
and two electric generators. The Lining machine and the
Intermediate loader are connected to one Generator and
the Power loader and Mixer are connected to the second
generator.
Both generators are capable of powering all four items
of machinery. However two generators are used as a precaution
so that if one breaks down we can connect all four items
of machinery to the remaining generator and continue with
the process - this also prevents any item of machinery
being stranded within the pipe.
The mixer which is situated at one of the sides of the
access pit is filled with up to 1.5 tonnes of material,
the operator adds enough water to achieve the correct consistency,
this process completed the mortar is discharged into the
power loader. The power loader is a self-propelled buggy,
this has a hopper to hold the mortar; as the operator drives
it up the pipe there is an auger inside agitating the mortar
to maintain its usable state. When the power loader reaches
the intermediate loader inside the pipe the operator discharges
the mortar into the hopper of the intermediate loader,
the power loader then returns to the access pit where the
mixer is situated in preperation to deliver the next batch
of mortar. The mortar which is in the hopper of the intermediate
loader is augered forward to a rotor-stator pump which
is at the front of the loader, a 2"(50mm) Hydraulic hose
then delivers the mortar to the rotating head of the lining
machine. The mortar is then thrown out in fragmented pieces
with a centrifugal force applying it to the pipe wall.
The operator of the Lining machine and intermediate loader
has variable speed controls allowing him to control the
flow of mortar, speed of travel and speed of rotation for
the lining machine head. To achieve a smooth uniform finish
a set of rotary trowels are attached to the front of the
machine. The operator can also adjust the tension at which
the trowels are applied to the mortar, the pitch of the
trowels and the speed of their rotation.
Completion
On completion of the pipelining procedure, it
must then be inspected, depending on pipe size this is
either done with CCTV camera equipment or a visual inspection
on larger diameter pipe. However, occasionally both are
requested. Following successful inspection of the pipe
it is put back into commission. The pipe is then Chlorinated
and Flushed. We then charge the pipe to working pressure
and inspect all fittings and joints for leaks, if this
is successful we permanently re-instate all access pits. |