BACKGROUND OF THE INVENTION
[0001] This invention relates to a support member capable of bearing an axial compressive
load, which may be used as a support in an underground mine or in the construction
industry or the like.
SUMMARY OF THE INVENTION
[0002] According to the invention there is provided a support member capable of bearing
an axial compressive load which comprises an elongate tube of a flexible material
divided by dividing walls of a flexible material into a plurality of compartments
running the length of the tube, at least some of the compartment being filled with
a particulate filler material.
[0003] The support member may include restraining means encircling the outside of the tube
to restrain the tube from deformation in a direction transverse to the longitudinal
axis of the tube. The restraining means may run the whole or only a part or parts
of the length of the tube. The restraining means may comprise any suitable material
such as weld mesh, diamond mesh, fencing wire, plastic netting, a plastic mesh such
as that covered by South African Patent No. 82/7300, a plastic or metal rope or a
plastic or metal tape. In all cases the restraining means must restrain deformation
of the tube in a direction transverse to the longitudinal axis of the tube, especially
when the support member is placed under an axial compressive load.
[0004] As an alternative, the compartments around the circumference of the tube may be left
empty to restrain the tube from deformation in a direction transverse to the longitudinal
axis of the tube. It has been found that leaving one or more empty compartments around
the circumference of the tube increases the strength of the tube to deformation in
a direction transverse to the longitudinal axis of the tube.
[0005] The flexible material may be any suitable flexible material such as a plastics material,
an aluminium foil, paper, paper or plastic laminated aluminium foil, or a thin metal
sheeting. The flexible material is preferably a plastics material. The plastics material
may be a conventional plastics material, a biaxially oriented plastics material or
a woven or non-woven fabric. Suitable plastics include include high and low density
polyethylene, polypropylene, styrene based plastics, polyesters and polyvinyl chloride.
[0006] The elongate tube divided into compartments preferably has a honeycomb structure.
The structure may be made, for example, by the method described in United States Patent
No. 4,478,659, by joining a series of non-metallic sheets to each other by welding
along their lengths.
[0007] The particulate filler material which is used to fill the compartments may be any
suitable particulate material such as sand, cement, crushed stone, a particulate containing
sludge or slurry, mine tailings, fly ash, river bed sediment, or bentonite, or a mixture
of two or more thereof.
[0008] Some or all of the compartments may include a rigid filler item such as a wood, cement
or metal pillar or prop. The area around the pillar or prop in a compartment is then
filled with the particulate filler material. Such a pillar or prop serves to provide
rigidity to the support member especially before all the compartments have been filled
with the particulate material.
BRIEF DESCRIPTION OF THE DRAWINGS
[0009]
Figure 1 is a front view of a support member according to the invention; and
Figure 2 is a cross-sectional view along the line A-A in Figure 1.
DESCRIPTION OF PREFERRED EMBODIMENTS
[0010] Referring to the drawings, a support member 10 comprises an elongate tube 12 of a
flexible material divided by dividing walls into a plurality of compartments or cells
14. The elongate tube 12 divided into compartments 14 has a honeycomb structure as
can be seen from Figure 2. This honeycomb structure is created by joining sheets of
the flexible material 16 to each other along join lines 18.
[0011] At least some of the compartments 14 are filled with a particulate filler material
20.
[0012] The support member 10 includes restraining means 22 being metal or plastic bands
located around the circumference of the elongate tube 12 to restrain the support member
10 from deformation in a direction C which is transverse to the longitudinal axis
D of the tube 12.
[0013] A method of constructing the support member 10 for supporting a hanging wall 30 in
a mine will now be described. Firstly, the tube 12, which is open at both ends, is
located:in position between the foot wall 32 and the hanging wall 30 of the mine,
with a gap of a few centimetres between the top of the tube 12 and the hanging wall
30. As the tube is flexible, it requires to be supported initially either by locating
a wood, concrete or metal pillar or prop in one or more of the compartments 14, or
by attaching the tube 12 to the hanging wall 30 so that it hangs down therefrom, or
by any other suitable means. Once the tube 12 is in position, and any pillars or props
to be used are in position, the particulate filler material 20 is filled into the
compartments 14, e.g. by pumping the particulate material 20 in. The particulate filler
material 20 may be vibrated in order to ensure that it settles and consolidates sufficiently.
The restraining means 20 are then located around the tube 12. Thereafter, the gap
between the top of the support member 10 and the hanging wall 30 may be filled with
wooden blocks or wedges or an inflatable pillow 34 or the like. The inflatable pillow
34 may also be filled with the particulate filler material. The support member 10
is now in a position to bear an axial compressive load.
[0014] As stated above, the elongate tube and dividing walls of the support member of the
invention are made of a flexible material which may be a plastics material, thin metal
sheeting, paper, or a laminate of one or more of these. The flexible material is preferably
a plastics material which may be a conventional plastics material, a biaxially oriented
plastics material or a non-woven fabric.
[0015] Where the flexible material is a non-magnetic material, the elongate tube divided
into compartments is preferably made by the method described in United States Patent
No. 4,478,659. This patent discloses, inter alia, a method of joining a first sheet
of two sheets of a non-magnetic material which are joined to each other along a join
line to a third sheet of a non-magnetic material along a join line. This method comprises
the steps of locating the three sheets close to a magnet with the third sheet adjacent
the first sheet, locating a body which is attracted by the magnet between the first
sheet and the second sheet so that the first sheet and the third sheet are brought
together in a zone between the magnet and the body with the second sheet below the
body, causing the first sheet and the third sheet to be moved through the zone, and
joining the third sheet to the first sheet in the zone or immediately after the third
sheet and the first sheet have passed through the zone to form the join line. Generally
the first sheet and the second sheet are joined to each other along two substantially
parallel join lines and the third sheet is joined to the first sheet along a join
line which is intermediate the join lines of the first and second sheets. The result
of this is a honeycomb structure. The sheets, when they comprise a plastics material,
may be joined to each other by heat welding or by ultrasonic welding which creates
a continuous welded join line along the length of the sheets. Thus, preferably each
compartment of the elongate tube of the support member of the invention comprises
a cell in the honeycomb structure formed between two adjacent sheets of a suitable
material. Each cell may have a round, square, diamond or hexagonal shape or any other
suitable shape.
[0016] A similar honeycomb structure may be created in other ways. For example, where the
flexible material is paper, the honeycomb structure may be formed by glueing the adjacent
sheet of material to each other along join lines.
[0017] The cross-sectional area of each cell of the honeycomb structure may vary according
to the use to which the support member is to be put. Generally, each cell will have
a diameter of 100mm to 1 metre or larger.
[0018] Where the flexible material comprises a flexible plastics material, it may comprise
a plastics film having a thickness of 50um to 500um. The length of the elongate tube
may be any desired length, for example 1 metre to 1000 metres.
[0019] The flexible material may be micro-perforated to permit the egress of liquid from
the tube but not the egress of the particulate filler material.
[0020] The particulate filler material which is used to fill the compartments may be any
suitable particulate material such as sand, cement, crushed stone, a particulate-containing
sludge or slurry such as a mine sludge or slurry, mine tailings, fly ash, river bed
sediment, or bentonite or other clays or the like.
[0021] In addition, some or all of the compartments may include a rigid filler item such
as a wood, cement or metal pillar or prop. The area around the pillar or prop in a
compartment is then filled with the particulate filler material. Such a pillar or
prop serves to provide rigidity to the support member especially before all the compartments
have been filled with the particulate material.
[0022] Each restraining means illustrated in Figure 1 of the drawings, run only a part of
the length of the tube. However, restraining means may be used which runs the whole
of the length of the tube. The restraining means illustrated in Figure 1 is a plastic
or metal tape. However, the restraining means may also comprise weld mesh, diamond
mesh, fencing wire, plastic netting, or a plastic mesh such as that covered by South
African Patent No. 82/7300 or a plastic metal or rope.
[0023] It is not necessary to use restraining means. In particular, it is not necessary
to use restraining means where the ratio of the diameter of the support member to
the height of the support member is sufficiently great. For example, where the diameter
or width of the support member is 8 times the height of the support member, no restraining
means will generally be required.
[0024] As a further alternative, to obviate the need for restraining means, the compartments
around the circumference of the tube may be left empty. This provides additional restraint
against deformation in a direction transverse to the longitudinal axis of the tube.
[0025] The support member gains its great strength under an axial compressive load because
of the fact that most or all of the compartments are adjacent two or more other compartments
which are also filled with the particulate filler material. This prevents the compartments
from rupturing as they are simultaneously supported by their neighbours and provide
support to their neighbours.
[0026] The support member may be used as a support in an underground mine as illustrated
in the drawings to support a hanging wall in the same manner that a conventional mat
pack is used. The support member may also be used in the construction industry as
a load-carrying support member. For example, it may be used in the construction of
buildings or as a support for a bridge or the like. It may also be used to form ballast
for a railway line, in which case the support will generally be between 0,5m and 1m
in height.
[0027] The support member of the invention has several advantages. Firstly, it is easy and
cheap to manufacture. Secondly, it may be assembled on site, e.g. down a mine, which
has considerable logistical advantages. For example, the empty tube divided into compartments
may be folded up and easily transported down the mine. There it may be placed in position
and then filled with a particulate filler material which is available on site. Thirdly,
the support member is able to bear high compressive loads.
1. A support member (10)capable of bearing an axial compressive load comprises an
elongate tube (12)of a flexible material divided by dividing walls of a flexible material
into a plurality of compartments (14) running the length of the tube (12), at least
some of the compartments (14) being filled with a particulate filler material (20).
2. A support member (10) according to claim 1 which includes restraining means (22)
encircling the outside of the tube (12) to restrain the tube (12) from deformation
in a direction transverse to the longitudinal axis of the tube (12).
3. A support member (10) according to claim 2 wherein the restraining means (12) is
selected from weld mesh, diamond mesh, fencing wire, plastic netting, plastic mesh,
a plastic or metal rope or a plastic or metal tape.
4. A support member (10) according to claim 1 wherein the compartments (14) around
the circumference of the tube (12) are left empty to restrain the tube (12) from deformation
in a direction transverse to the longitudinal axis of the tube (12).
5. A support member (10) according to any one of claims 1 to 4 wherein the flexible
material is selected from a plastics material, an aluminium foil, paper, a paper or
plastic laminated aluminium foil or a thin metal sheeting.
6. A support member (10) according to claim 5 wherein the flexible material is a flexible
plastics material.
7. A support member (10) according to any one of claims 1 to 6 wherein the elongate
tube (12) divided into compartments (14) has a honeycomb structure.
8. A support member (10) according to any one of claims 1 to 7 wherein the particulate
filler material (20) comprises sand, cement, crushed stone, a particulate-containing
slurry, mine tailings, fly ash, river bed sediment or bentonite or a mixture of two
or more thereof.
9. A support member (10) according to any one of claims 1 to 8 wherein one or more
of the compartments (14) includes a rigid filler item.
10. A support member (10) capable of bearing an axial compressive load which comprises
an elongate tube (12) of a flexible plastics material divided by dividing walls of
a flexible plastics material into a plurality of compartments (14) running the length
of a tube (12) so that the elongate tube (12) divided by dividing walls having a honeycomb
structure, the flexible plastics material having a thickness of 50µm to 500µm, at
least some of the compartments (14) being filled with a particulate filler material
(20).
11. A support member (10) according to claim 10 wherein the diameter of the support
member (10) is greater than the height of the support member (10).
12. An elongate tube (12) of a flexible material divided by dividing walls of a flexible
material into a plurality of compartments (14) running the length of the tube (12),
for use in a support member (10) of any one of claims 1 to 11.