[0001] This invention relates to moles, which are tools for forming, clearing or enlarging
bores in the ground.
[0002] The need for renewal and uprating of pipelines for services such as gas, water and
sewage has recently given rise to processes wherein a fresh lining is placed within
the existing pipeline passage with.the new lining being superior to the old, for example
being more impermeable or more resistant to disruption. For uprating, increase in
the diameter of the pipeline may be involved and for this purpose a tool may be passed
along the pipeline which breaks up the old lining such as the old cast iron or earthenware
pipes and increases the bore. The new pipe may be drawn in behind the tool so that
under good conditions new installation of an up- rated pipeline may be completed in
a single pass. However it may be inserted at a later date. Similar processes are used
to form holes in virgin ground, and then service ducts may then be pushed or pulled
through the holes.
[0003] Problems arise however because the rate of progress of the tool through the ground,
the old pipeline or the sewer may be too slow and the resistance offered to its progress
may result in frequent breakdowns.
[0004] The present invention concerns a mole which aims to allow increased rates of operation
in the renewal (and, optionally, the uprating) of pipelines and which is also useful
to penetrate where no previous duct existed; that is, it can be used to penetrate
the ground to form a new pipeline bore or even to form vertical or inclined bores.
[0005] The mole according to the invention is adapted to be drawn or pushed into or through
the ground (either through solid ground or through an existing duct in the ground).
It has a conically divergent leading part which has a rotary vibrator mounted within
it.
[0006] Such vibrators are known per se and are comparatively simple devices in which a weight
is rotated eccentrically, to develop severe radial vibrations through the creation
of out-of-balance forces in the radial plane. They are conventionally used for example
in screening (sieving) conveyors, road rollers and to dislodge loads from tipping
vehicles. They may be mechanically, electrically, pneumatically or hydraulically driven
and for the present purposes a pneumatically driven such rotary vibrator is preferred.
[0007] In one embodiment of the invention the rear surface of the conically divergent leading
part of the tool offers a rearwardly facing opening into which the body of a vibrator
tool is push fitted and is then axially retained by fitting a removable plate behind
it. Motive power for the tool such as compressed air is fed to it from behind the
tool (that is to say through the passageway which it has opened up as it progresses),
or from the front.
[0008] Forward motion of the tool may be caused either by a ram behind it or more usually
from a rod or cable drawn in front of it.
[0009] A cone angle of inclination of 10-20°, more preferably about 15° is found to be suitable,
although other greater angles may be used.
[0010] The eccentric force developed by the vibrator and the amplitude of radial vibration
as well as its frequency may range widely according to the ground conditions encountered
and/or the nature of the pipe which is to be broken up (when renewal is involved).
For example, centrifugal force of between 5 kNs and 60 kNs may be developed with vibration
amplitudes between 1 mm and about 7 mm at vibration frequencies of between 9,000 and
15,000 per minute.
[0011] Determination of the best values for any given situation will largely be as a result
of experience if only because ground characteristics are unpredictable along the length
of a pipeline. Further characteristics which may need to be borne in mind are the
propulsive force available for the tool, its cone angle and the drag on its surface,
the ratio of the existing diameter to the enlarged diameter to be provided (in the
case of the uprating of a pipeline) and the optimisation of the rate of progress.
[0012] Particular embodiments of the invention will now be described by reference to the
accompanying drawings wherein:
Figure 1 is a diametrical section through the head of the mole
Figure 2 is a diametrical section through the head of a modified mole; and
Figure 3 is a part section through the modified mole.
[0013] A steel cone 1 has an axial void through its centre, the leading end of which 2 is
enlarged to receive the tail end of a traction rod 3 coupled to the cone by a pin
4.
[0014] At the rear end of the void there is an enlargement 5 a circumferential wall of which
has a land 6 which is a push-fit onto the outer surface of the body 7 of a rotary
vibrator 8. At its axially leading end the vibrator 8 fits snugly against blocks 9
on an axial wall of the enlargements and at its other axial end similar blocks 10
are held against the rear end of the vibrator by an annular retaining plate 11 held
to a rear face of the cone by bolts 12. At its trailing end the tool has a cylindrical
wall 12 the rear end of which may be used for the attachment of a pipe liner to be
drawn through the hole in the ground formed, enlarged or cleared by the tool.
[0015] The vibrator 8 is of a type known per se with a pneumatic motor rotating an eccentric
tubular weight. Air at appropriate pressure is fed to the motor through pipeline 15
which follows the tool along the bore which it forms. The source of air is conveniently
at ground surface.
[0016] More specifically a Vibtec VE120 vibrator provided with air at 140 cfm (cubic feet
per minute)-at various pressures was fitted in the structure seen in Figure 1. The
mole was pulled by a rod drawn by a Petersen hydraulic rodding unit from an excavation
made ahead of the tool the traction rod being pushed through.to the tool attached
by a pin 4 and then drawn back. The power pack of the rodding unit was operated at
various pressures with and without the vibrator in operation. The cone was 250 mm
diameter, with a cone angle of 15°.
[0017] The cone was tested through a bed of blue clay at a depth below the surface of approximately
1.5 metres. At 41 bar pressure in the power pack of the rodding unit the cone would
not move but when the vibrator was operated it made steady though slow progress. When
the power pack was operated at 5_4 bar pressure the cone moved slowly, but use of
the vibrator was found to double its speed of progress. This was a very severe test
being in solid damp clay. For these conditions larger vibrating forces and larger
amplitudes of vibration (in the model used it was about 1.5 mm) would be preferred,
provided for example by a Vibtec VE4500.
[0018] In clearing out or uprating an existing duct however, or in penetrating in less arduous
soil conditions the first-described vibrator -should be adequate.
[0019] Improved performance may be obtained by the addition of stress-raising shapes to
the surface of the cone 1'. One such shape is a knife-edge ridge 16 as shown in Figures
2 and 3. These knife-edges (stress raisers) of which one, two or more may be provided,
create bending, and points of stress concentration which are very effective especially
in breaking materials such as cast-iron and vitreous clay.
[0020] A mole embodying the invention may be used behind another but conventional mole e.g.
as a rounding or upgrading mole behind a conventional duct-breaking mole some of which
do not leave a circular-section passage behind them.
1. A mole with a conical head (1) characterized that a rotatory vibrator (8) is arranged
to generate radial vibration of the head (1).
2. A mole according to claim 1 wherein the vibrator (8) is a unit fitted inside a
housing (5) formed within the head, a casing (7) of the vibrator abutting radially
on a land (6) in the housing (5).
3. A mole according to claim 1 or claim 2 wherein the vibrator is pneumatically powered.
4. A mole according to any one of the preceding claims wherein one or more ridges
(16) are arranged in axial plane(s) along the surface of the head (1).
5. A mole according to any one of the preceding claims wherein the cone angle of the
cone is from 10 to 20°.