U.S. patent number 3,854,295 [Application Number 05/395,543] was granted by the patent office on 1974-12-17 for mining equipment.
This patent grant is currently assigned to Fletcher Sutcliffe Wild Limited, Charles Round. Invention is credited to Charles Round.
United States Patent |
3,854,295 |
Round |
December 17, 1974 |
MINING EQUIPMENT
Abstract
A machine for setting permanent mine-roadway supports is formed
by forward and rearward machine parts interconnected by two
double-acting advancing rams, and comprises a canopy adapted to
carry a horizontal roof bar (or bars) of a permanent mine roadway
support to be set in position by the machine, hydraulic
displacement means for advancing the canopy towards the roof of the
roadway or for retracting the canopy from the roof of the roadway,
and preferably two hydraulic rams carried by, or supported from,
the canopy and adapted, in use, to act directly below the roof bar
to be set and on the upper ends of the two vertical legs which
complete the permanent mine roadway support by displacing the upper
ends of these legs from an inclined position to a set position in
which both legs engage the roof bar advanced by the canopy to the
roof.
Inventors: |
Round; Charles (Rotherham,
EN) |
Assignee: |
Fletcher Sutcliffe Wild Limited
(N/A)
Round; Charles (N/A)
|
Family
ID: |
10427906 |
Appl.
No.: |
05/395,543 |
Filed: |
September 10, 1973 |
Foreign Application Priority Data
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Sep 19, 1972 [GB] |
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43245/72 |
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Current U.S.
Class: |
405/288 |
Current CPC
Class: |
E21D
15/58 (20130101) |
Current International
Class: |
E21D
15/00 (20060101); E21D 15/58 (20060101); F21d
015/58 () |
Field of
Search: |
;61/45D,45C,63,45R
;299/11,31 |
References Cited
[Referenced By]
U.S. Patent Documents
Foreign Patent Documents
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145,773 |
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Mar 1952 |
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AU |
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1,017,493 |
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Sep 1952 |
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FR |
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928,884 |
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Jun 1955 |
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DT |
|
Primary Examiner: Taylor; Dennis L.
Claims
What I claim is:
1. A machine for setting permanent mine-roadway supports, each
support being constituted by one horizontal roof bar and two spaced
apart vertical legs, said machine comprising a canopy adapted to
carry a horizontal roof bar of a permanent mine roadway support to
be set in position by the machine, hydraulic displacement means for
advancing said canopy towards a roof of a roadway or for retracting
said canopy from said roof of said roadway, and at least one
hydraulic ram carried by, or supported from, said canopy and
adapted, in use, to act directly below said roof bar to be set and
on upper ends of said two vertical legs which complete the
permanent mine roadway support, by displacing said upper ends of
said legs from an inclined position to a set position in which both
said legs engage said roof bar advanced by said canopy to said
roof.
2. A machine as claimed in claim 1, comprising two horizontally
opposed hydraulic rams carried by said canopy.
3. A machine as claimed in claim 1, comprising a rearward machine
part supporting said canopy, a forward machine part, a hydraulic
displaceable roof support beam carried by said forward machine
part, and at least one double-acting hydraulic advancing ram
interconnecting said forward and rearward machine parts.
4. A machine as claimed in claim 3, wherein two spaced apart side
members constitute elements of each machine part, and said canopy
and said roof support beam and a second canopy connect said two
spaced side members of the respective machine parts together.
5. A machine as claimed in claim 4 wherein a beam bridges said side
members to form, with said side members, a machine part of inverted
U-shape.
6. A machine as claimed in claim 5, wherein elbows are interposed
between said beam and said side members.
7. A machine as claimed in claim 3 comprising two double-acting
hydraulic advancing rams, one at each side of the machine.
8. A machine as claimed in claim 3, wherein a plurality of
fore-pole support brackets are carried by and extend in cantilever
fashion from said support beam.
9. A machine as claimed in claim 1, comprising a second canopy also
displaceable by hydraulic means towards and away from said roof of
said roadway.
Description
This invention relates to mining equipment and, in particular, to a
machine for setting permanent mine roadway supports in rectangular
roadways.
Over the years the particular space normally considered to be the
roadhead, has been of particular hazard involving a very high
accident rate. Excavation of coal and stone sets up a
redistribution of strata stresses adjacent to the excavation
whereby the control of "falls" of immediate roof and side strata
becomes a matter of very great importance for the roadhead contains
generally a very high concentration of men and machines.
Several attempts have been made in the past to provide support at
this area of a roadway. Thus, there has been proposed an
arrangement consisting basically of a series of parallel roof bars
supported upon vertical hydraulic jacks and set at right-angles to
the direction of roadhead advance, advance of the individual bars
being obtained in a concertina-like manner. Another proposal has
been to provide from the face of the roadhead to about 10 yards
back from the face, a plurality of hydraulically actuated bars and
vertical jacks, to give temporary support, with the permanent
supports following on behind. However, apart from the complexity of
the two systems outlined above, neither has provided for the
setting of the permanent supports at the closest possible distance
from the face of the roadhead, and indeed neither system has been
of any assistance in the setting of permanent supports at all.
Amongst the objects of the present invention are the provision of a
machine that gives quick, early and safe mechanical support to the
newly exposed excavations at roadheads and gateheads underground
which are formed continuously by the drivage of "coal and stone"
headings and the working of "shortwall and longwall" coal faces,
and the rapid and safe setting of normal roadway supports by
mechanical means for the lining of the said excavations.
Generally "roadhead" and "gatehead" have the same meaning, but the
latter term is widely used in connection with the formation of
roadways by the advancing coal faces. However, the term "roadhead"
will be used exclusively in this Specification and should be
considered as embracing the term gatehead.
According to the present invention a machine for setting permanent
mine-roadway supports comprises a canopy adapted to carry a
horizontal roof bar (or bars) of a permanent mine roadway support
to be set in position by the machine, hydraulic displacement means
for advancing the canopy towards the roof of the roadway or for
retracting the canopy from the roof of the roadway, and at least
one hydraulic ram carried by, or supported from, the canopy and
adapted, in use, to act directly below the roof bar to be set and
on the upper ends of the two vertical legs which complete the
permanent mine roadway support by displacing the upper ends of
these legs from an inclined position to a set position in which
both legs engage the roof bar supported by the canopy.
Thus, in use, the canopy is located in its retracted position and a
roof bar (or bars) is manually loaded on to the canopy which is
thereafter advanced and positioned underneath the point where it is
required to be applied to the roof (e.g., at a distance 3 feet from
the previously set roadway support, if the supports are being set
at 3 feet centres).
The hydraulic displacement means is then actuated to advance the
canopy and hence the roof bar carried thereby to the roof of the
roadway, and upon contact with the roof of the roadway reaction
between the roof bar and canopy and the machine resting on the
floor of the roadway provides immediate and substantial roof
support. The ram carried by the canopy is then set in retracted
position and a first vertical leg has its lower end manually placed
on the floor of the roadway in the desired setting position and its
upper, inwardly inclined end brought into engagement with the ram
of the canopy, extension of that ram urging the leg from the
inclined position to a vertical position in which it supports one
end of the roof bar and this technique is repeated with the second
leg at the other end of the roof bar. The machine to be then
advanced to set the next roadway support.
Preferably, the canopy carries two horizontally opposed hydraulic
rams so that both the legs of a single roadway support may be urged
to the set position simultaneously, which avoids potential
difficulties from reaction forces, if a single ram is employed. It
will also be appreciated that the displacement by the ram or rams
of the canopy and the upper ends of the legs effects a pre-loading
of those legs which are rammed into position underneath the roof
bar, so that the legs are tightly set between the roof bar and the
floor of the roadway and are therefore able to offer immediate
resistance to the movement of the roof strata, in contrast to
conventionally set supports for rectangular roadways which are
simply hammered into position manually, or bolted together with
little or no pre-loading. Furthermore, by the use of pressure
gauges with the (or each) ram circuit, the vertical legs can be set
with pre-determined loads in accordance with the needs of the
particular mining environment which obtains.
Preferably, the machine is constructed in two parts, a rearward
part supporting the canopy and a forward part carrying a hydraulic
displaceable roof support beam, the two parts being interconnected
by at least one, and preferably two double-acting hydraulic
advancing rams. Thus, by appropriately actuating the canopy, the
support beam and the double-acting ram(s), the machine may be
incrementally advanced.
The support beam may carry a plurality of fore-pole support
brackets extending in cantilever fashion therefrom and adapted to
support the roadway roof as close as possible to the face of the
roadway.
Conveniently the machine, either the rearward or forward part
thereof, includes a second canopy also displaceable by hydraulic
means towards and away from the roof of the roadway so as to
provide further temporary roof support and greater flexibility of
use of the machine in dealing with adverse strata situations, if
required, during operational sequences performed by the machine.
The second canopy, if mounted on the rearward part, may serve as a
roof bar magazine. Alternatively, if the second canopy is mounted
on the forward part, the canopy on the rearward part may serve as a
roof bar magazine. Thus, the canopy constituting magazine may be
loaded with as many roof bars as may be required during a
shift.
With the machine capable of carrying its own magazine of roof bars,
the machine is preferably adapted to draw at least one sledge e.g.,
of timber, adapted to carry the support legs.
The reaction of the hydraulic displacement means of the canopy, of
the roof support beam, and of the second canopy may be taken by the
floor via. the machine. Alternatively the various hydraulic means
may be arranged to react directly on the floor of the roadway,
which means that it is not necessary to design the machine with a
capability of withstanding reaction forces.
Each machine part may consists of two, spaced side members
connected together by the canopy and/or roof support beam and/or
second canopy. Additionally, a beam may bridge the side members to
form, with the side members, a machine part of inverted U-shape.
With the latter construction, connection points between the beam
and the side members may be constructed so as to allow the
insertion of, or removal from, the connection points of spacer
boxes, so as to enable the width and height of the machine to be
best selected for the particular roadway concerned. Conventially,
elbows may be interposed between the beam and the side members.
Stability aiding tails may extend rearwardly from the forward part
of the machine, and may comprise a pair of spaced arms each
terminating in a foot to contact the roadway floor.
The invention thus provides a machine which eliminates the
present-day task of setting permanent roadway supports manually
which involves the lifting of lengthy and awkward steel joists
above shoulder level for long period of time, and which provides
immediate support of the roof of the roadway when the canopy
carrying the roof bar to be set is jacked up to the roof.
The invention is shown in greater detail by way of example, with
reference to the accompanying drawings, in which:
FIG. 1 is a side elevation of a first embodiment of machine
according to the invention;
FIG. 2 is a view in one direction of arrow A of FIG. 1;
FIG. 3 is a part sectional plan view of FIG. 2;
FIGS. 4A to 4G show one sequence of advance of the machine of FIGS.
1 to 3 for the setting of one roadway support;
FIG. 5 is a side elevation of a second embodiment of machine
according to the invention;
FIG. 6 is a view in the direction of arrow B of FIG. 5; and
FIG. 7 is a view in the direction of arrow C of FIG. 5.
In both embodiments, like reference numerals are employed for like
components.
As shown in FIGS. 1 to 4G, the machine is shown located in a
roadway 1 having a roof 2, a floor 3 and side walls 4, the roadway
face, to be advanced being indicated at 5.
The machine comprises a rearward part 6 and a forward part 7,
interconnected by a pair of double-acting hydraulic advancing rams
8, one located at each side of the machine and pivotally secured on
pins 9 and 10 on the rearward part 6 and forward part 7,
respectively, each part 6 and 7 comprising two spaced apart side
members seating on the floor 3, as can be appreciated from FIG.
2.
The rearward part 6 supports a canopy 11 extending laterally of the
roadway, which canopy is hydraulically displaceable away from the
roof 2 by a hydraulic displacement means constituted by two spaced
apart hydraulic jacks 12, one reacting on each side member and one
acting on each end of the canopy 11, so that the latter connects
together the two side members.
As best seen in FIGS. 2 and 3, the canopy 11 is provided with a
pair of horizontally opposed rams 13, a piston rod 14 of each ram
being pivotally connected at 15 to cradle 16.
The rearward part 6 also carries a second canopy 17 which is also
hydraulically displaceable towards or away from the mine roof 2 by
a pair of spaced apart hydraulic rams 18, one reacting on each side
member, the canopy 17 also connecting together the two side members
of the rearward part 6 as well as serving as a magazine for roof
bars, to be referred to in further detail later.
The forward part 7 carries a support beam 19, that is hydraulically
displaceable towards or away from the mine roof 2 by a pair of
spaced apart hydraulic rams 20 reacting on the side members of the
forward part 7. The support beam 19 is provided with a plurality of
fore-pole support brackets 21, extending in the direction of the
roadway face 5.
Operation of the machine is as follows. Considering firstly FIGS. 1
and 2, roof bar 22 has been set in position, as have the two spaced
apart support legs 23. The next roof bar 22A, has been positioned
on a part of the canopy 11 directly above the longitudinal axes of
the horizontally opposed rams 13, and has been raised by the canopy
11 into contact with the roof 2 at it's required setting position
i.e., at distance "X" from the support legs 23. Support legs 23A,
intended to support roof bar 22A, have their lower ends 24 manually
placed in the required setting position on the floor 3 and their
upper ends 25 placed in a cradle 16, the horizontally opposed rams
13 being in retracted position. The next operation is extension of
the horizontally opposed rams 13 which push the upper ends 25 of
the two support legs 23A into their supporting position under the
roof bar 22A, which simultaneously gives the desired pre-loading
effect to the permanent roadway support formed by the elements 22A
and 23A. After this has been done, the machine is ready to be moved
on by the distance "X" to the next setting position, and this
sequence, together with the setting sequence, is shown in detail in
FIGS. 4A to 4G, subsequent roof bars to be set being indicated in
FIG. 1 at 22B to 22G.
In FIGS. 4A to 4G, the rearward part 6 of the machine is shown
attached by chains 26 to a sledge 27 loaded with a plurality of
support legs 23 A, B, C etc. (FIG. 4B). As shown by FIG. 4A, the
machine is manoeuvred into position until such time as the part of
the canopy 11 immediately above the longitudinal axes of the
horizontally opposed rams 13 is the required distance from the last
set support legs 23, the forward part 7 being adjacent the rearward
part 6. The support beam 19 is urged to it's roof supporting
position in contact with roof 2, while the canopy 11 is also
displaced towards the roof 2 to put the roof bar 22A that is on the
canopy 11 immediately above the axes of the horizontally opposed
rams 13 into it's roof engaging position. Also the second canopy 17
is elevated and this is the position in which the machine finds
itself in FIG. 4C. A pair of support legs 23A are then removed from
the sledge 27 and positioned as shown in, and described with
respect to, FIG. 2, the horizontally opposed rams 13 then being
actuated to displace the upper ends 25 of the support legs 23A into
their setting position. This corresponds of course, to the position
shown in FIG. 1, but after the horizontally opposed rams 13 have
been actuated. The machine is now ready to be advanced and firstly
the second canopy 17 is urged into a roof supporting position, the
roof bars 22D to 22G being brought into contact with the roof 2,
and the support beam 19 is retracted from the roof 2, this being
the position shown in FIG. 4D. Then the advancing rams 8 are
actuated to push the forward part 7 of the machine forwards, the
reactions being taken by the rearward part 6 which remains staked
in a roof supporting position. The canopy 11 is then retracted from
the roof 2 simultaneously, with the displacement of the support
beam 19 to the roof in it's advanced position, and this is the
position as shown in FIG. 4E. The next roof bar 22B is then
manoeuvred along the canopy 11 until it lies above the axes of the
horizontally opposed rams 13 i.e., until it is in position of roof
bar 22A of FIG. 1. With the support beam 19 urged into a roof
supporting position, the forward part 7 remains staked in position
while the advancing rams 8 are retracted, to draw the rearward part
6 towards the advanced forward part 7, and this is the position as
illustrated in FIG. 4F, which has advanced the next roof bar to be
set viz. 22B, by the distance "X" The canopy 11 is then displaced
towards the roof 2 to bring the roof bar 22B into engagement with
the roof, and the next pair of support legs 23B removed from the
sledge 27 and set in the manner previously described, this process
being repeated as the face 5 is advanced.
In the second embodiment, the canopy 11 serves not only for placing
roof bars in their required setting position but also as the
magazine for roof bars to be used subsequently, while the second
canopy 17 is mounted on the forward part 7 of the machine. As can
be appreciated from FIG. 6, the side members of the parts 6 and 7
are bridged by a beam 28 to form an inverted U-shape, rather than
relying solely on the canopies and support beam connecting the side
members, as in the first embodiment. The beam 28 is connected to
the side members via. elbows 29 at flanged connections points 30.
Although not illustrated, spacer boxes may be inserted between, or
removed from the connection points 30 to vary the width of the beam
28 and the height of the side members.
Also in contrast to the first embodiment it will be seen from FIG.
5, firstly that the canopy 11 is supported by four rams 12 (two on
each side member of the rearward part 6), and secondly, that the
rams 12, 18 and 20 do not react on their associated side members
and thence to the floor 3, but pass therethrough to react directly
on the floor 3, and when advancing are lifted clear of the floor by
a coil spring (not shown) co-axially surrounding the rams, to the
lifted position shown in chain-dotted line at the right hand side
of FIG. 5.
The forward part 7 is provided with a pair of rearwardly extending,
stability aiding tails 31, each terminating in a foot 32, resting
on the roadway floor 3.
Setting of further permanent roadway roof supports made up of
elements 22, 23 and 22A, 23A etc. is done in the same manner as
that previously described in respect of the first embodiment. The
mode of advance is, from the position shown in FIG. 5, to retract
the second canopy 17 and the support beam 19, the lower ends of the
rams of these elements then being spring urged upwardly, and to
extend the advancing rams 8 to advance the forward part 7, the
reaction being taken by the staked rearward part 6 to the required
advanced position. When this position is reached, the second canopy
17 and roof beam 19 are again urged to the roof to stake the
forward part 7 in position whereupon after retracting the canopy
11, the advancing rams 8 may be retracted to draw the rearward part
6 towards the advanced forward part 7 until, the part of the canopy
11 directly above the longitudinal axes of the horizontally opposed
rams 13 is underneath the roof 2 at the next position where it is
required to place a roof bar 22A etc, the next roof bar being
manually manoeuvered on to this part of the canopy 11 before the
latter is urged upwardly against the roof 2.
* * * * *