Field of the invention
[0001] The present invention relates to a construction component for building walls, comprising
a supporting block of concrete and a lattice comprising a number of intersecting lattice
wires, the lattice being provided with side areas thereof, arranged to enclose a volume
on one side of the supporting block, between the lattice and an adjacent surface of
the supporting block, such that the volume is fillable with lumps of a loose, solid
material
[0002] The invention also relates to a method of manufacturing a construction component,
comprising the following steps: manufacturing a lattice from intersecting lattice
wires; permanently bending one or more end areas of the lattice wires to form a lattice
with at least one side area extending transversally to a main area; filling a block-shaped
mould with wet concrete to a fill line; arranging the lattice on the mould, so that
a space forms between the lattice and the concrete; letting the concrete cure into
a concrete block; and filling the volume between the lattice and the concrete with
lumps of a loose, solid material.
Background
[0003] FR2897375 discloses a construction block comprising concrete and a front lattice section wherein
a filling material, such as stones, is placed. One advantage of such a construction
is that there is a limited need for finding stones of a suitable size and colour,
since the largest part of the construction block is made of concrete. The lattice
section is a closed space, and the construction block is manufactured as an integral
piece by placing the lattice at the bottom of a mould, arranging stones thereon, placing
a separation layer on the stones, and then casting the concrete.
[0004] A disadvantage of the prior art according to
FR2897375 is that the resulting construction block may be quite heavy, which is a disadvantage
during transportation thereof. The configuration of the construction block prohibits
transportation thereof if bulk; the blocks need to be arranged with care, and their
measurements may not always be suitable for the available transportation means. Hence
they may be bulky, and their transportation space-demanding and expensive. Also, the
possibilities of rearranging or recycling the materials of the construction block
are limited.
Summary
[0005] It is an object of the present invention to solve, or at least mitigate, parts or
all of the above-mentioned problems. To this end, at least one of the wires is arranged
inside the concrete and aligned with the adjacent surface of the supporting block.
[0006] Hereby an adequately strong connection may be formed between the concrete and the
lattice. The bond between the concrete and the metal of the lattice is strong enough
to allow the lattice to support a distributed load resulting from a filling with stones.
In case of recycling the components of the construction block, the lattice wires may
be loosened from the concrete by the application of more concentrated loads.
[0007] In an embodiment of the disclosure, the wires aligned with the adjacent surface are
arranged on an edge of each of the side areas of the lattice.
[0008] Hereby the connection between the lattice and the concrete may be adequate for a
complete filling of the space between the lattice and the concrete.
[0009] In some embodiments, the lattice is provided with a longitudinal opening along one
of its side edges, such that the enclosed volume has an opening for the filling of
the volume.
[0010] Hereby one side of the lattice, preferably the side intended to face upwards, may
be open, so that the space enclosed by the lattice may be fillable after the concrete
block has been cast and also easy to empty. This has at least two advantages. Firstly,
the lattice space need not be filled until is has been positioned in its final position
or close thereto, thereby reducing the need for transport of unnecessarily heavy construction
blocks. Secondly, it is possible to empty the lattice space without breaking the concrete
and reuse or recycle the construction block elsewhere.
[0011] In some embodiments the supporting block has a number of projections and recesses,
arranged such that two or more of the construction components are at least partly
nestable and positionable relative to one another.
[0012] Hereby the construction blocks may contribute to a stable formation of walls, roadsides,
bridges etc. The positioning of the construction blocks relative to one another may
be more exact, and their mutual contact areas may be enlarged.
[0013] A particular advantage is that durable sheets of e. g. a rubber material or a fibre
material may be clamped between two construction blocks and extend into a soil bank
behind the construction blocks. The sheets are designed to further enhance the stability
of the landscape construction, by providing a link between the construction blocks
and the soil which they are holding back. The arrangement of the projections and corresponding
recesses improves the clamping function of such sheets, or similar anchoring devices,
since they may be deformed by the projections and recesses. The contact area between
the sheets and the construction blocks is enlarged, and the risk that the sheets may
come loose is minimized.
[0014] In some embodiments a number of hooks extend transversally between the lattice and
the supporting block to keep the lattice at a predetermined distance from the supporting
block.
[0015] Hereby the shape of the lattice may be kept intact, even when the space between the
lattice and the supporting block is filled with lumps of a loose solid material such
as stones. The wires in the lattice may be kept from deflecting outwards, and the
shape of the enclosed space is kept intact, even when a heavy material is deposited
in the space.
[0016] In some embodiments the side areas of the lattice are angled inwards, forming an
acute angle with a main area of the lattice.
[0017] Hereby the lattice may obstruct a view of the joints between the construction blocks
in a front view. The lattice, or the material in the space within, appears more or
less continuous, which may give a landscape construction including the construction
blocks an aesthetically pleasing appearance.
[0018] In a second aspect of the disclosure, the method of manufacturing the construction
block comprises that the transversally extending side areas of the lattice are arranged
to extend into the mould with a wire extending aligned with the fill line at a distance
below said fill line.
[0019] Hereby an adequately strong connection may be formed between the concrete and the
wire. The bond is strong enough to allow the support a distributed load resulting
from filling the space in the construction block with stones or some other loose material.
In case of later recycling the components of the construction block, the wires may
be loosened from the concrete by the application of more concentrated loads.
[0020] In some embodiments of the second aspect, one wire in each transversally extending
side area of the lattice protrudes outside a cavity in the mould, such that the lattice
is supported on the sides of the mould, when the lattice is arranged thereon.
[0021] Hereby an alignment with the surface of the concrete of the wire or wires extending
below the surface may be attained. Also, the distance below the fill line, that the
wire or wires are arranged, may be determined with precision.
[0022] In further embodiments the protruding wires are positioned in notches in the sides
of the mould.
[0023] Hereby the position of the wire or wires and of the lattice as a whole may be determined
with a higher degree of precision. Also, if the mould needs to be lightly shaken,
in order to remove air pockets or bubbles from the concrete, the lattice may remain
in its position. Accidental impacts on the mould may in most cases not affect the
position of the lattice. Further the need for making measurements and for fixation
of the lattice during the casting and curing of the concrete is minimized. Hence the
casting need not be performed by highly skilled workers. The casting may also be performed
at the building site or close thereto, thereby reducing the need for transport of
heavy and bulky goods.
[0024] In some embodiments the side areas of the lattice are bent to form an acute angle
with the main area.
[0025] Hereby a lattice is formed with a main area which is outwardly facing from the construction
block, and the sides of the lattice are angled outwards from the centre of the supporting
block. The main area is corresponding to the area of the front of the supporting block
or slightly smaller, whereas the lattice wires are anchored in the supporting block
inside the front area of the supporting block. The lattice wires are hence anchored
in the supporting block without extending outside the lateral sides of the supporting
block. The outwards angled sides of the lattice have the effect that the main area
of the lattice, facing forward, may extend over all of the front of the supporting
block. This means that the edge areas of the supporting block may be obscured from
view for a viewer standing in front of the construction block or blocks. Where several
construction blocks are arranged next to one another or in tiers, they may give the
impression of a continuous lattice area or a continuous area of the material in the
space behind the respective lattices.
[0026] In some embodiments the lattice and the concrete block are premanufactured at a location
separate from where the volume between the lattice and the concrete block is filled.
[0027] Hereby the production may be performed close to or on the building site or at any
place which is suitable for an effective distribution of the concrete block with the
lattice. The space inside the lattice may likewise be filled at any suitable place,
in order to minimize the transportation of the filling material as well as of the
resulting construction blocks.
[0028] In some embodiments hooks are arranged hanging from the lattice a distance into the
mould below the fill line, before the concrete in the mould cures into a concrete
block.
[0029] Hereby a number of hooks may be anchored in the concrete block with a minimal manufacturing
effort. For a secure anchoring, it is preferable that the hooks are long enough to
extend a sufficient distance below the fill line, such that they are in contact with
the concrete over a considerable distance. By a secure anchoring, the hooks may be
able to keep the lattice from deflecting outwards when the space behind it is filled
with the solid, loose material, such as stones.
[0030] In some embodiments the end areas of the lattice wires are bent before the lattice
is manufactured.
[0031] Hereby is accomplished an alternative method of manufacturing the lattice. In some
embodiments of the disclosure the material or the thickness of the lattice wires may
be such that they need unusually high bending forces. In some embodiments the finished
lattice may be of such a size that ordinary bending equipment would be insufficient
for bending the edge areas of the lattice in a single operation. In these cases bending
the individual wires separately and then joining them, e. g. by welding, is a preferable
method of manufacturing the lattice.
[0032] It is noted that embodiments of the invention may be embodied by all possible combinations
of features recited in the claims. Further, it will be appreciated that the various
embodiments described for the device are all combinable with the method as defined
in accordance with the second aspect of the present invention, and vice versa.
Brief description of the drawings
[0033] The above, as well as additional objects, features and advantages of the present
invention, will be better understood through the following illustrative and nonlimiting
detailed description of preferred embodiments of the present invention, with reference
to the appended drawings, where the same reference numerals will be used for similar
elements, wherein:
- Fig. 1a
- is a view in perspective of a construction block according to the disclosure;
- Fig. 1b
- is a schematic view from the side of the construction block according to Fig. 1a;
- Fig. 1c
- is a schematic view from above of the construction block according to Fig. 1a;
- Fig. 2a
- is a side view of a lattice in a construction block according to the disclosure;
- Fig. 2b
- is a view from above of the lattice according to Fig. 2a;
- Fig. 3
- is a view in perspective of a mould for a construction block according to the disclosure
with a lattice mounted thereon;
- Fig. 4
- is a section through the mould and the lattice according to Fig. 3; and
- Fig. 5
- is a view from the side of a hook included in some embodiments of the disclosure.
[0034] All the figures are schematic, not necessarily to scale, and generally only show
parts which are necessary in order to elucidate the embodiments, wherein other parts
may be omitted.
Detailed description of the exemplary embodiments
[0035] Fig. 1a illustrates a construction block 1 according to the present disclosure. The
construction block 1 may be used for landscape construction, e. g. in the building
of roads, walls, banks, bridges, etc. Typically, a number of construction blocks 1
are arranged next to one another or in tiers, in order to form a solid wall to stabilize
soil which has been arranged in a particular formation. Sometimes the construction
blocks 1 are arranged on their own to form detached walls, partitions, etc. The size
of the blocks may be varied, but the lengths of their sides usually fall within the
range of 0.5 to 2 metres.
[0036] Each of the construction blocks 1 comprises a solid support block 2 which in most
embodiments is formed from a solid, cast material, such as concrete. At one side of
the support block 2, there is a lattice 3 enclosing a space or volume 5, between the
lattice 3 and an adjacent surface 18 of the support block 2. Lumps of a solid material
may be arranged in the space 5, to form a decorative front. Preferably the space 5
is arranged on one of the largest lateral sides of the support block 2. The lattice
3 comprises a large number of crosswise extending wires 15, some of which will be
discussed in particular below. The wires 15 may be welded together where they cross.
[0037] The upper side of the support block 2, as seen in Fig. 1, comprises a number of protrusions
4, which are nestable in corresponding recesses in the bottom side (not seen in the
figures) of the support block 2. The protrusions 4 disclosed in the drawings are just
one example of many possible embodiments. The size and shape of the protrusions 4
and their corresponding recesses may vary widely. They may be symmetrical or non-symmetrical,
extending in the longitudinal direction of the support block 2 or more or less transversally
thereto. In some embodiments the protrusions 4 may even be arranged on the bottom
side of the support block 2, and the recesses may be arranged on the upper side thereof.
The matching protrusions 4 and recesses may be utilized for clamping a web or a sheet
of a suitable material, further extending into the soil next to the construction blocks.
[0038] The lattice 3 comprises a main area 3a, which is arranged approximately parallel
to the adjacent front surface 18 of the support block 2 at a distance therefrom, such
that the space 5 is formed between the main area 3a and the support block 2. The lattice
3 is bent to form two lateral sides 3b, approximately transversal to the main area
3a. Fig. 1b shows one of the lateral sides 3b of the lattice 3. The edge of the lateral
side 3b of the lattice 3 extends into the support block 2. One of the wires 6 on the
edge on the lateral side 3b of the lattice 3 is arranged along the front side of the
support block 2, embedded in the material of the support block 2, at an approximately
constant distance from the adjacent surface 18 of the support block 2.
[0039] The lattice 3 also has a bottom side 3c, approximately transversal to both of the
main area 3a and the lateral sides 3b. In Fig 1b it may be recognised that the bottom
side 3c is angled slightly downwards from the support block 2. The outer edge 7 of
the bottom side 3c is arranged approximately at the level of the bottom side of the
support block 2. Preferably it does not extend below this level, since there is a
desire to make the construction blocks 1 completely stackable. In order to keep the
blocks 1 from interfering with parts of other blocks, the lattice 3 of each block
1 must not extend outside of the upper, lower or lateral sides of the support block
2. By the same token, the lateral sides 3b of the lattice 3 do not extend outside
of the lateral sides of the support block 2, as seen in Fig. 1c.
[0040] The main area 3a preferably extends in front of the adjacent surface 18 to as large
an extent as possible. The adjacent surface 18 may only be slightly visible, or even
not at all visible, at the outer edges of the construction block 1, when viewed from
the front. In order to accomplish this visually pleasing effect, the lateral sides
3b and the bottom side 3c of the lattice 3 are bent to form acute angles to the main
area 3a of the lattice 3. The edges of the lateral and bottom sides 3b, 3c are arranged
within the perimeter of the main area 3a. Hence the lateral and bottom sides 3b, 3c
are inclined inwards from the outer edges 7 of the main area 3a to the wires 6 at
the edges of the lateral and bottom sides 3b, 3c of the lattice 3. The wires 6 at
the edges of the lateral and bottom sides 3b, 3c of the lattice 3 may be securely
anchored in the concrete of the support block 2 at some distance from the lateral
and lower sides of the support block 2.
[0041] The upper, longitudinal side 16 of the lattice 3, opposite to the bottom side 3c,
is open, such that a loose, solid material may be deposited into the space 5 inside
the lattice 3.
[0042] The loose, solid material may be stones, often of a size larger than the mesh size
of the lattice 3. Other materials may be crushed bricks, glass, or ceramics, etc,
in particular if a decorative effect is desired. Materials of a small particle size,
e. g. sand, gravel, or soil, may be deposited inside the lattice 3, if a sheet of
material with a small mesh size is used for keeping the small particles from escaping
through the larger meshes of the lattice 3. One example of a sheet material with a
small mesh size may be burlap, and the material of a small particle size therein may
be soil. Holes may be cut in the burlap for planting plants that may grow to cover
the lattice 3 in part or fully.
[0043] The projections 4 have the shape of cropped pyramids in the embodiment shown in Figs.
1a-1c. The corresponding recesses, which are not seen in the figures, have a complementary
shape. The slanting sides 4a of the projections 4, and of the recesses, may have a
guiding function, when the construction blocks 1 are stacked. Slight misalignments
of the projections 4 and the recesses will be compensated by the slanting sides 4a.
On a mutual contact between at least one slanting side of at least one projection
4 with at least one slanting side of a recess, a construction block 1 will slide into
its intended position when it is lowered onto another construction block 1, with at
least a moderately correct positioning. The side edges 4b between two adjacent slanting
surfaces 4a may assist in preventing that an upper construction block 1 is rotated
relative to a lower construction block 1, whereon it is placed, by a similar type
of guiding function.
[0044] Each lateral side 3b of the lattice 3 is provided with a supporting wire 8 which
protrudes a short distance outside of the lattice 3 at both its outer ends 8a, 8b,
as seen in Fig. 2a. These supporting wires 8 have their main function during the manufacture
of the construction block 1. During the casting of the support block 2 in a mould
9 (see Figs. 3 and 4), the lattice 3 may be placed at the top of the mould 9, with
the outer ends 8a, 8b of the supporting wire 8 protruding so far that they may be
placed on the edges of the mould 9. Parts on the outer edge of the lattice 3 may extend
into the mould 9, such that the outermost wire 6 in each lateral side 3b and in the
bottom side 3c (see Fig. 2b) of the lattice 3 may be covered by the liquid concrete
poured into the mould 9. The lattice 3 may hereby be solidly joined with the support
block 2, when the concrete has cured.
[0045] A perspective view of a mould 9 according to an embodiment of the disclosure may
be seen in Fig. 3. The mould 9 has the general shape of a rectangular prism wherein
two of the sides are profiled for forming the protrusions 4 and recesses of the finished
support block 2 as well as bevelled edges, which are present in at least some of the
embodiments of the construction block 1. During the casting of the support block 2,
it is turned over so that its top and bottom sides, with the protrusions 4 and corresponding
recesses, are facing sideways.
[0046] The outer sides of the mould 9 are provided with stiffening ridges 10, to keep the
sides of the mould 9 from bulging when it is filled with concrete.
[0047] In Fig. 3, the lattice 3 has been positioned on the upwardly directed edges of the
mould 9. The outer ends 8a, 8b of the supporting wires 8 extend outside of the upper
opening of the mould 9, such that the lattice 3 may be kept in its position on top
of the mould 9, and not fall into it.
[0048] In some embodiments there may be notches 17 in the side edges of the mould 9, to
make sure that the lattice 3 stays aligned in its position. In case of accidental
jolts to the mould 9 or a deliberate shaking thereof to settle the concrete, the notches
17 may be sufficient to keep the lattice 3 in its position.
[0049] The outermost wires 6 at the edges of the lateral and bottom sides 3b, 3c of the
lattice 3, are arranged at a distance below the supporting wires 8, which keep the
lattice 3 in its position on the mould 9. Hence the lattice 3 extends into the mould
9 with its lateral and bottom sides 3b, 3c, and its outermost wires 6 are positioned
below an intended fill line 11 see Fig. 4) for the concrete. They are arranged such
that they may be approximately aligned with the surface of the concrete, when the
mould 9 has been filled with wet concrete, provided that the mould 9 is positioned
on an approximately planar and level surface. When the concrete has cured, the outermost
wires 6 of the lattice 3 may be embedded in the concrete, and the lattice 3 may be
securely fastened to the front side of the support block 2, along the side and bottom
edges thereof, and at a sufficient distance therefrom to ensure that loads on the
lattice 3 may not break the edges nor the lateral sides 19 of the support block 2.
[0050] Fig. 4 shows, in a different, sectional view, the arrangement of the lattice 3 on
the mould 9. The fill line 11 is suggested with a dashed line at a position above
the outermost wire 6 which is to be embedded in the concrete. The fill line 11 is
not higher than the upper edge of the mould 9, where the supporting wire 8 is positioned.
[0051] Also in Fig. 4, it is clear that the bottom side 3c is angled in a direction outwards
from the centre of the mould 9, which means that it may be angled outwards from the
centre of the support block 2. The lateral sides 3b may be angled outwards in a similar
manner, as discussed above. Very little of the support block 2 may hence be visible
in a view from the front of the finished construction block 1, when the filling material
has been placed inside the lattice 3.
[0052] Further, Fig. 4 shows that the side of the lattice 3 opposite the bottom side 3c
is open. In a position of use, this open side 16 may be directed upwards, so that
the loose, solid material may be easily placed inside the lattice 3 at any time after
the concrete of the support block 2 has cured.
[0053] Since the loose filling material need not be positioned inside the lattice 3 at the
time of manufacturing the lattice 3 nor at the time of casting the support block 2,
these steps of the manufacture of the construction block 1 may be performed separately
from one another, in the most practical manner. The separation of the steps may be
with respect to time or location, or both. Costs for long transports of heavy goods
and costs for storing the partially, or completely, finished goods may be reduced.
Each step of the manufacture may be performed at a time and place which is most efficient,
which means that the filling of the material inside the lattice 3 may, e.g., be performed
at the construction site, shortly before the construction block 1 is placed in its
final position.
[0054] The construction blocks 1 may be provided with further lattices in addition to the
lattice 3 which extends into the support block 2 as described above. Such further
lattices may be fastened on any lateral side or top side of the support block 2. They
may be fastened by conventional fastening means, such as screws or bolts. Lumps of
solid material etc., as described above, may be arranged in a space between the support
block 2 and the lattice. Various decorative effects may hereby be attained.
[0055] Depending at least partially on the density and unit size of the loose, solid material,
as well as on the mesh size and other dimensions of the lattice 3, the wires 15 of
the lattice 3 may be subjected to deflections, in particular a bulging of the main
area 3a of the lattice. In order to prevent such deformations, which may give an unfavourable
appearance of the construction blocks 1, one or more hooks 12, as seen in Fig. 5,
may be arranged between the main area 3a and the support block 2. Preferably the hooks
12 may be arranged at the time of casting the support block 2, such that the hooks
12 may be anchored in the concrete, in a similar manner to the wires 6 at the edges
of the lattice 3.
[0056] Each hook 12 may be arranged to hang by an end portion 14 from the main area 3a of
the lattice 3 in at least one place, but preferably in several places. By arranging
the hooks 12 at intersections of two wires 15 in the lattice 3, one single hook 12
may keep two wires 15 from deflecting in one area of the lattice 3a. The distances
between the hooks 12 may be decided according to experience. They may also be calculated
based on one or more of the following: an expected load on the wires 15, the dimension
of the wires 15, the maximally acceptable deflection, the dimensions of the hook 12,
the expected embedding of the hook 12 in the concrete as well as the adhesion of the
concrete to the hook 12.
[0057] The hooks 12 may be arranged hanging from the wires 15 in the main area 3a of the
lattice 3, when the lattice 3 is arranged on the mould 9. The hooks 12 extend at least
as low as the outermost wires 6 that are to be embedded in the concrete, preferably
lower. When the wet concrete is poured, the lower portions 13 of the hooks 12 may
be covered. After the curing of the concrete, the hooks 12 may be fixed in their respective
positions, thereby keeping the distance between the adjacent surface 18 of the concrete
and the lattice 3. The wires 15 of the lattice 3 may be kept from deflecting, even
when the space 5 between the support block 2 and the lattice 3 is filled with stones,
etc.
[0058] The invention has mainly been described above with reference to a few embodiments.
However, as is readily appreciated by a person skilled in the art, other embodiments
than the ones disclosed above are equally possible within the scope of the invention,
as defined by the appended patent claims.
[0059] In the claims, the word "comprising" does not exclude other elements or steps, and
the indefinite article "a" or "an" does not exclude a plurality.
1. Construction component (1) for building walls, comprising a supporting block (2) of
concrete and a lattice (3) comprising a number of intersecting lattice wires (15),
the lattice (3) being provided with side areas (3b, 3c) thereof, arranged to enclose
a volume on one side of the supporting block (2), between the lattice (3) and an adjacent
surface (18) of the supporting block (2), such that the volume is fillable with lumps
of a loose, solid material, wherein at least one of the wires (6) is arranged inside
the concrete and aligned with the adjacent surface (18) of the supporting block (2).
2. Construction component (1) according to claim 1, wherein the wires (6) aligned with
the adjacent surface (18) are arranged on an edge of each of the side areas (3b, 3c)
of the lattice (3).
3. Construction component (1) according to claim 1 or claim 2, wherein the lattice (3)
is provided with a longitudinal opening (16) along one of its side edges, such that
the enclosed volume has an opening for the filling of the volume.
4. Construction component (1) according to any of the preceding claims, wherein the supporting
block (2) has a number of projections (4) and recesses, arranged such that two or
more of the construction components (1) are at least partly nestable and positionable
relative to one another.
5. Construction component (1) according to any of the preceding claims, wherein a number
of hooks (12) extend transversally between the lattice (3) and the supporting block
(2) to keep the lattice (3) at a predetermined distance from the supporting block
(2).
6. Construction component (1) according to any of the preceding claims, wherein the side
areas (3b, 3c) of the lattice (3) are angled inwards, forming an acute angle with
a main area (3a) of the lattice (3).
7. A method of manufacturing a construction component, comprising the following steps:
- manufacturing a lattice (3) from intersecting lattice wires (15);
- permanently bending one or more end areas (3b, 3c) of the lattice wires (15) to
form a lattice (3) with at least one side area (3b, 3c) extending transversally to
a main area (3a);
- filling a block-shaped mould (9) with wet concrete to a fill line (11);
- arranging the lattice (3) on the mould (9), so that a space forms between the lattice
(3) and the concrete;
- letting the concrete cure into a concrete block (2);
- filling the volume between the lattice (3) and the concrete with lumps of a loose,
solid material;
wherein the transversally extending side areas of the lattice (3) are arranged to
extend into the mould (9) with a wire (6) extending aligned with the fill line (11)
at a distance below said fill line (11).
8. The method according to claim 7, wherein one supporting wire (8) in each transversally
extending side area of the lattice (3) protrudes outside a cavity in the mould, such
that the lattice (3) is supported on the sides of the mould (9), when the lattice
(3) is arranged thereon.
9. The method according to claim 8, wherein the protruding wire ends (8a, 8b) are positioned
in notches (17) in the sides of the mould (9).
10. The method according to any of claims 7 to 9, wherein the side areas (3b, 3c) of the
lattice (3) are bent to form acute angles with the main area (3a).
11. The method according to any of claims 7 to 10, wherein the lattice (3) and the concrete
block (2) are premanufactured at a location separate from where the volume between
the lattice (3) and the concrete block (2) is filled.
12. The method according to any of claims 7 to 11, wherein hooks (12) are arranged hanging
from the lattice (3) a distance into the mould (9) below the fill line (11), before
the concrete in the mould (9) cures into a concrete block (2).
13. The method according to any of claims 7 to 12, wherein the end areas of the lattice
wires (15) are bent before the lattice (3) is manufactured.