[0001] This invention relates to a method of making composite building elements, and to
the products of such method. An example of the application of the invention is to
the manufacture of building blocks for use in the construction of building walls.
A further example is the manufacture of facing slabs or sheets for the external walls
of buildings. The invention is also applicable to paving slabs. More particularly,
the invention is concerned with such building elements for use in situations where
a surface of a natural material such as stone or marble is required.
[0002] It has been previously proposed to manufacture composite building elements comprising
a natural stone material and a mouldable composition such as concrete, using a moulding
technique. However, this prior proposal suffers from the shortcoming that the manufacturing
cost is relatively high and there are manufacturing difficulties including limitations
on the extent to which the natural stone material can be provided in a thin and therefore
economic form. It will be understood that the intention is to provide a building element
in which the visual qualities of the natural stone material on the external side of
the building element are combined with the maximum reasonable possible use of relatively
cheap alternative materials behind the natural stone.
[0003] In prior specification GB 2197005A there is disclosed a method of making composite
building blocks utilising a surface material of synthetic stone. The synthetic stone
is manufactured by a casting or moulding technique. However, the techniques disclosed
are not suitable for use in relation to natural surfacing materials such as marble
and natural stone, since the techniques disclosed in the prior specification relate
to the use of a moulded or cast surface material, which is poured into the mould so
as to produce the required surface finish, and such a technique is not directly applicable
to already existing natural materials, though it is mentioned that these latter materials
may be incorporated in the synthetic cast surface layer, in particulate form. There
is disclosed in the prior specification a technique in which the cast or moulded building
element is divided into two substantially identical portions.
[0004] We have identified a requirement for a building element providing a surface finish
of natural material such as stone or marble, which is nevertheless significantly less
costly than the natural material itself, and indeed which can be produced more advantageously
than by the prior proposal involving moulding a natural stone material into concrete,
and an object of the present invention is to provide a method of making a composite
building element offering one or more improvements in this regard, or generally.
[0005] According to the invention there is provided a method of making a composite building
element, and a composite building element produced thereby, as defined in the accompanying
claims.
[0006] In a preferred embodiment the piece of natural material sandwiched between the two
layers of the settable building composition is divided after setting, so as to leave
a layer of the natural material adhering to both portions after division. In this
way, by means of a single dividing step, for example by sawing, there is produced
two building elements which may be identical in size and form, whereby economy of
production is achieved. A single moulding operation has produced two building elements,
combined with a single cutting operation. The cutting operation produces a saw-cut
finish, as is required for many building purposes.
[0007] As regards the dimensions of the building elements which can be thus-cut, it will
be understood that modern techniques of cutting using carbide or diamond-tipped saw
blades enable relatively deep cuts to be made, whereby the width of a thus-sawn block
or element can be considerable, and indeed by cutting from opposite sides, the effective
width can be doubled. It will be understood that the length of such a block or element
is not subject to any appreciable limitation.
[0008] A further preferred feature of the invention comprises the step of cutting at least
one other face of the building element with such a saw, or the like so as to define
at least one other face. For example, where it is desired to produce a building element
or block in which all six faces are thus-cut, as for example in the case of an ashlar
block, the number of saw cuts to produce two such blocks is six, for the six faces
of the moulded product produced by the moulding technique of the invention, plus one
further cut to divide the sandwiched layer of natural material, whereby seven cuts
has produced two building elements, whereby the number of cuts per element is only
3.5. This represents a significant further economy in terms of cutting techniques.
[0009] Where the method of the invention is used to produce paving slabs, for example for
use in paved pedestrian areas, the production of the now conventional 3 inch thick
slabs is readily carried out and the natural stone material is extremely well supported
over its total area, whereby vehicular traffic over the slabs is unlikely to cause
cracking. By providing a natural stone material thickness representing less than half,
and preferably less than one quarter of the overall thickness of the slab or element,
considerable economies of materials are achieved.
[0010] In the case of relatively small building elements and slabs, it is desirable to enhance
the bonding effectiveness between the settable composition and the natural material,
such as stone. For this purpose, a bonding or bond-enhancing agent is employed, such
as that obtainable in the UK at the date of filing this present application under
the trade mark Unibond. Alternative other such compositions may be employed, these
being applied to the relevant surface of the natural material prior to application
of the settable composition.
[0011] In the case where the building element is of significantly larger size, as for example
in the case of panels or the like for building facing use, where such a panel may
for example be as large as 10 feet (3.05 metres) by 10 feet (3.05 metres), then it
is desirable to provide mechanical key means for keying the settable composition to
the natural stone material, rather than bonding it. For this purpose, dowell pins
may be provided, for example five dowell pins per panel (one centrally, and four in
the corner regions). Alternatively, drillings may be formed in the natural stone material,
whereby the settable composition can enter therein and thus be keyed thereto. By drilling
prior to slicing the stone to size for placement in the mould, a groove giving positive
retention can be provided.
[0012] The method of the invention is preferably carried out in a mould wherein the natural
material is supported centrally for cooperation with the layers of settable composition
on each side thereof.
[0013] With respect to the question of differential thermal expansion between the two layers
of the composite building elements, where possible the coefficient of thermal expansion
of the settable composition and of the solid, for example natural material, should
be sufficiently similar to avoid damage due to differential thermal expansion.
[0014] In a preferred embodiment, means is provided to minimise the effect of differential
thermal expansion. Before casting the settable composition onto the solid material,
for example natural stone, a layer of a flexible composition, for example latext,
is applied to the solid material, particularly in the region of the keying grooves.
The flexible composition can be applied either by spraying or brushing. The layer
of flexible material provides a flexible barrier which accommodates differential thermal
expansion.
[0015] To further enhance keying between the two layers, reinforcements may be located in
the grooves formed in the non-cast layer so as to become embedded in the cast layer.
For example stainless steel rings or other non-corrodible metallic reinforcements
may be provided. The form of these may comprise a curved portion to correspond to
that of the grooves, and diverging leg portions. For example, each reinforcement may
be generally keyhole shaped. The reinforcements may be a spring-fit in the grooves
so as to be self-held therein during setting of the composition.
[0016] Embodiments of the invention will now be described by way of example with reference
to the accompanying drawings in which :-
Fig 1 shows an isometric view of a building element after casting and prior to division;
Fig 2 shows an elevation view of the same building element after division;
Fig 3 shows an elevation sectional view of a wall constructed from such building elements;
and
Figs 4 and 5 illustrate the formation of keying grooves.
[0017] Referring to Figs 1 and 2 of the drawings, there is shown a composite building element
10. In Fig 2 the composite building element 10 of Fig 1 has been divided into two
such elements 12, 14 as will be more fully described below.
[0018] The composite building element 10 of Fig 1 comprises a central portion 16 of stone,
marble or other natural material, and this portion is sandwiched between two layers
18, 20 formed of a settable building composition, for example ready-mixed concrete,
or a like composition, which forms a relatively low cost core or base or internal
material of the composite building element, while the natural material provides an
external or outer surface for exposure in use, as will be explained below.
[0019] Turning now to the method of making the composite building elements 10 and 12, 14,
the first step comprises providing a settable building composition to form the layers
18, 20 of relatively low cost core of base material. For this purpose, ready mixed
concrete or a like composition is employed. Any suitable fillers may be incorporated,
as required for reasons of economy, availability, physical characteristics of the
composition, or other requirements. It is desirable that the coefficient of thermal
expansion of the settable composition be approximately the same as that of the natural
stone of layer 16, in order to minimise the differential expansion and contraction
as ambient temperatures change. This factor is more marked as the size of the building
elements increase. In the case of relatively small elements employed in the manner
of building bricks and the like, this factor is not particularly significant.
[0020] The settable building composition which produces layers 18 and 20 is provided in
a soft or pourable condition. Next in the method there is provided the solid element
to cooperate with the soft or pourable building composition, namely the piece of stone
or marble or other natural material 16. This latter is supported in contact with the
settable composition, while permitting same to set. This operation is performed in
a mould (not shown). The stone 16 is mounted in the mould and the composition forming
layers 18 and 20 is inserted at each side face of the stone layer, so that the latter
is intimate contact with the composition while the latter sets. An adhesive or adhesion-promoting
compound such as that available under the trade mark Unibond may be applied to the
two side faces of stone element 16 to improve bonding, in the case of relatively small
building elements.
[0021] The mould in which the setting of the settable composition proceeds is of such dimensions
as to conveniently locate the stone element 16, approximately centrally therein, while
the settable composition is poured or inserted afterwards. Alternatively, it would
be possible to simply insert the stone layer into the relatively liquid settable composition
by downward pressure of the stone element into the composition within the mould. This
latter procedure might well eliminate the need for specific support means to maintain
the attitude of the stone element prior to filling the mould with the settable composition.
Thus, the step of supporting the stone element in contact with the settable composition
need not necessarily require the use of any specific support means for the stone element,
other than the settable composition itself.
[0022] In the case where the piece of natural stone or other material is not of dimensions
to conform closely with the internal dimensions of the mould, it may well be that
the settable composition to some extent extends around the periphery of the stone
and thus somewhat encloses it. This need be of no particular significance since the
subsequent operation of dividing the composite building element from its Fig 1 position
to that of Fig 2 will in any case produce the required natural stone faces 22, 24.
Moreover, any excess of the settable composition can be removed in subsequent sawing
steps if necessary.
[0023] Usually however the stone layer of building element 10 will itself have been prepared
in well-defined rectangular form by sawing operations, commencing from a piece of
stone sufficient to provide several such natural stone layers, these being effectively
sliced from the larger rectangular stone block in a series of parallel sawing operations,
and thus stone layer 16 will have the rectangular form shown in Fig 1. This series
of sawing operations has significance in relation to the embodiment of Fig 4 and 5,
as described below.
[0024] The manufacturing process thus far produces the set composite building element 10
shown in Fig 1. Attention is drawn particularly to the sandwich form of this element,
with the natural stone layer 16 largely hidden from view by the outer layers of concrete.
There will be described below the shoulder or lip 26 seen in Fig 1, which is provided
for building assembly purposes.
[0025] The next main step in the method of production comprises dividing the building element
10 into its two halves 12, 14 by a dividing operation, preferably performed using
available stone cutting equipment, such as rotary diamond or carbide-coated or tipped
cutting elements. It is envisaged that the sawing operation will be performed on a
regular production line basis using a conveyor feed system for the pre-formed blocks
and accurately positioned sawing equipment to effect a symmetrical division of the
block 10 into its portions 12, 14 as shown in Fig 2.
[0026] The result is the production of two substantially identical composite building elements
12, 14. Each is faced with a natural stone layer 16 having respective sawn faces 22,
24 of well-defined planer form, exactly as required for many stone facing purposes.
It will be seen that the width of the stone layers 16 is one half that of the concrete
layers 18, 20 in this embodiment. The sawing techniques permits, if desired, an even
smaller width for the stone or marble layers 16, for further economy.
[0027] Attention is now turned to the lip or shoulder 26 seen in Fig 1, which produces the
corresponding lips or shoulders 26 seen in Fig 2. The purpose of these is concerned
with assembly of the building elements, and is illustrated in Fig 3.
[0028] The lip or shoulder 26 can be produced either by a moulding technique, or by cutting
the composite element 10 after moulding. The moulding technique can be carried out
by employing suitable inserts placed in the mould above the settable composition which
produces layers 18, 20, the inserts corresponding in dimensions to the depth of lip
or shoulder 26 and whose other dimensions correspond to the length and width of layers
18, 20. If a cutting technique is employed, it is a matter simply of removing by sawing
the portions of the layers 18, 20 indicated in Figs 1 and 2, to produce the lips or
shoulders 26.
[0029] For assembly purposes, it can be seen from Fig 3 that the lip or shoulder 26 on one
block cooperates with the adjacent edge of the next block to produce a relatively
narrow joint front portion 28, while the rear portion 30 is of conventional width
to enable mortar 32 to perform its proper and normal function. The depth of portion
28 is approximately 3 millimetres while that of joint portion 30 is approximately
10 millimetres. Other dimensions shown in Fig 3 for the building element 14 include
a front side depth 34 of 300 millimetres, a rear side depth 36 of 293 millimetres
and thicknesses 38 and 40, respectively for the stone layer 16 and the concrete layer
20 of 25 to 32 millimetres and 68 to 75 millimetres respectively.
[0030] In the embodiment of Fig 3 there are shown dowell pins 42 provided to key the concrete
20 to the stone 16. Five such pins 42 are provided per building element 14, four in
the corner regions, and one centrally. A greater or lesser number may of be used.
The dowell pins are inserted into drillings or openings formed in the stone prior
to the moulding operation. For certain applications, a degree of flexibility in the
connection between the dowell pins and stone may be desirable, having regard to the
possibilities of differential thermal expansion. The dowell pins are preferably of
stainless steel.
[0031] In the embodiment of Figs 4 and 5 there is provided an alternative method of keying
the concrete layer 20 to the stone layer 16.
[0032] Fig 4 shows a plan view of a block 44 of natural stone, from which are to be cut
a series of stone layers 46, 48, 50 etc by means of transverse saw cuts 52, 54 etc.
In Fig 4 the direction of the plan view is, with respect to Fig 1, the direction indicated
by arrow IV in Fig 1. Thus edge 56 in Fig 4 corresponds to edge 56A in Fig 1.
[0033] In this embodiment, before the saw cuts 52, 54 are made, there are formed a series
of pairs of drillings 58, 60, each pair having the centre of one hole off-set to one
side of the saw line, and the other hole likewise equally off-set on the other side.
The holes need not necessarily be drillings, but could be formed in other ways provided
the keying function (to be described below) is correspondingly produced.
[0034] After formation of the holes 58, 60 the saw cuts 52, 54 are made, whereby the stone
layer 62 has a series of pairs of keying grooves or openings extending vertically
(as they would be seen in Fig 1) up and down its side faces, so that the concrete
will enter therein during the moulding process. Such a groove is shown at 64 in Fig
5, with the concrete 66 entering therein. It will be readily understood that because
of the shape of groove 64, the concrete which sets therein is positively held and
located. This is less so for the corresponding groove (not shown) in the same face
produced from drilling 60.
[0035] It will be understood that the drilling-prior-to-sawing technique represents an extremely
simple and straightforward method of positively keying the concrete layer to the stone
layer.
[0036] If it is desired to provide a still more secure and positive connection between the
two, there could be inserted into the grooves 64 a series of metallic retainer elements
(not shown) which are positively retained by the shape of the groove and which become
embedded in the concrete. For this embodiment it is highly desirable that the coefficient
of thermal expansion of the stone and concrete be approximately equal.
[0037] Interestingly, the above embodiments provide significant improvements in relation
to the manufacture of composite building elements comprising natural stone. The division
of the pre-formed double building element 10, by for example a sawing operation produces
two identical building elements each having a saw-cut face 22, 24. This enables a
double quantity of building elements to be produced from a single moulding operation,
and likewise from a single sawing operation. Considerable economies in production
are thereby achieved. Corresponding economies in sawing operations are likewise achieved
where totally saw-cut-defined "ashlar" type blocks are required. In such a case, a
total of only 3.5 separate cuts per block produced are required.
[0038] The consumption of natural stone by the use of natural stone faced blocks as described
above when compared with traditional natural stone blocks produces a materials savings
of 67 to 75 per cent of natural stone ie it is possible to construct three to four
buildings from natural stone faced blocks compared with one building using pure natural
stone.
[0039] By providing a simple and effective keying system for the natural stone layer, there
is provided security of anchoring same in combination with cost-efficiency of production.
This enables the use of natural stone faced panels in surfacing large building areas.
Such an approach enables the wider use of natural stone and permits planners to maintain
or extend conservation areas where such materials are prescribed for building purposes.
[0040] In a further embodiment, not illustrated, the effect of differential thermal expansion
between the cast and non-cast layers in the embodiment of Figs 4 and 5 is minimised
by applying a layer of a flexible composition, for example latext, to the grooves
formed in the solid material prior to applying the settable composition. In this way,
a layer of latext is provided between the two keyed layers, after the composition
has set, whereby this layer can accommodate thermal expansion and contraction, and
avoid cracking.
1. A method of keying a moulded layer to a solid layer in a composite building element
comprising drilling or boring or otherwise forming an opening into a block of solid
material and then cutting said block axially of said drilling or bore or opening so
that same forms one or more grooves in opposite sides of the cut, and then allowing
a settable composition to set in contact with said groove whereby a layer of said
settable composition is keyed thereto.
2. A method according to claim 1 characterised by the step of applying to said grooves
formed in said block of solid material, a layer of a flexible composition, for example
latex, prior to allowing said settable composition to set in contact therewith, whereby
said flexible composition can accommodate differential thermal expansion.
3. A method according to claim 1 or claim 2 characterised by the step of cutting or moulding
a recess in said settable composition whereby a shoulder or lip is provided by the
solid material, which shoulder of lip stands slightly proud of said settable composition
so that, when assembled with an adjacent building element, the joint between said
shoulder or lip and the adjacent building element can be significantly narrower at
the exterior side of the structure formed, than is the width of the joint rearwardly
thereof, the latter being capable of accepting mortar to produce a joint of conventional
mortar thickness.
4. A method according to any one of claims 1 to 3 chracterised by the step of locating
reinforcement members at intervals in the grooves formed in said solid material, said
reinforcements each having a part-annular portion to cooperate with said grooves,
and extension portions projecting from the ends of said part annular portion.
5. A method according to any one of claims 1 to 4 characterised in that said axial cutting
of said block is executed off-centre with respect to said drills or bores or openings
formed therein.
6. A method of making a composite building element comprising :-
a) providing a settable building composition;
b) providing a solid element of said composite building element and supporting same
in contact with said settable composition while permitting same to set and therefore
adhere to said solid element; and
c) dividing said building element after setting, to produce two building elements;
characterised by
d) providing said solid element of the composite building element as a piece of natural
non-manufactured material, such as stone or marble, said settable building composition
forming a relatively low cost core or base or internal material of said composite
building element, while said piece of natural material provides an external or outer
surface for exposure in use; and
e) said step of supporting said solid element in contact with said settable composition
comprising sandwiching said solid element between two layers of said settable composition;
and
f) said step of dividing said building element after setting comprising cutting through
said element of natural material so as to leave a layer of the latter adhering to
both portions after division.
7. A method of making a composite building element comprising allowing a settable building
composition to set in contact with a solid element, characterised by said solid element
comprising a natural material and being sandwiched between layers of said building
composition and being divided after setting so as to leave a layer of the natural
material secured to both portions after division.
8. A method according to claim 6 or claim 7 characterised by the steps of cutting at
least one further face of said building element with a saw to define said further
face.
9. A method according to claim 8 characterised by the step of cutting all six faces of
the rectangular composite element after setting of said composition, and then cutting
through said piece of natural material, whereby two similar or identical blocks or
elements having saw-cut faces have been produced by seven such cuts.
10. A method according to any one of the preceding claims characterised by said building
element being in the form of a paving slab or the like and said settable composition
being moulded to provide a planar base surface of said slab.
11. A method according to any one of claims 6 to 10 characterised by said natural material
being of a thickness less than one half and preferably less than one quarter of the
overall thickness of said building element.