[0001] The present invention relates to building foundation form work including a spacer
useful in form work, and a method of constructing and using form work for building
foundations.
[0002] Conventionally, for providing building foundations, trenches are cut into the ground
and the concrete is poured into these trenches. The level of the concrete is sometimes
above the level of the ground by constraining the flow of concrete above the level
of the ground by employing ground form work.
[0003] The work involved in cutting the trenches and laying up the form work is extremely
labour intensive and thus, expensive, but furthermore, it substantially constrains
the style of foundation that is most appropriate for a particular application.
[0004] In other words, on many occasions, especially where soil is known to be soft or expansive
over different seasons, it would be advantageous to employ an integral slab on which
the building would sit, but hitherto the cost of this would be so high as to make
it in many cases impractical.
[0005] The present invention seeks to reduce the cost of providing a foundation for a building,
which foundation will be sufficiently strong to resist substantially expansive soils.
[0006] It has previously been known to propose lost form work and also to include rectilinear
elements within a foundation form work so that concrete is then poured over these
so that they are subsequently incorporated into the foundation. However, the problem
has been the cost of providing such elements, which have been previosuly proposed
as being constructed of polystyrene foam.
[0007] More recently a cardboard box has been proposed, which has considerably reduced the
potential cost of this part of the foundation form work, but there has been a major
problem in respect of holding such cardboard boxes in relation to one another, in
such a way that the boxes will retail with sufficient integrity, their relative position
especially during the pouring thereover of concrete, and secondly such that any means
that might be used to hold the boxes in a relative position do not of themselves unreasonably
reduce the integrity of any foundation that is subsequently formed. The problem particularly
arises due to the inherent constructional characteristics of a cardboard box and the
extremely high forces that result when concrete is being poured in a channel on one
side of a box where there is no equivalent material on the opposite side of the box.
Also, such side pressure will be aggravated by the vibration, conventionally used
by concrete pourers, to ensure removal of voids within the foundtion being poured.
[0008] The present invention resides in a building foundation form work arrangement in which
a plurality of boxes are located on a supporting level surface, and are kept apart
to leave channels between each side of each of the boxes by spacers within the channels
between the boxes, at least one spacer engaging against both sides adjoining a corner
of a first box, and at the same time against both sides adjoining a corner of a second
box adjacent the first box.
[0009] It has been found that cardboard boxes of the type being discussed can be sufficiently
held against lateral pressures if there are means which engage against resplective
sides in the vicinity of the corner of the box. This is achieved by providing a spacer
which engages against both sides of a corner of a first box, and at the same time
against both sides of a corner of a second box, adjacent the first, wherein the two
boxes defined therebetween a channel, and accordingly provide substantive resistance
to such distortional pressures as previously discussed.
[0010] Preferably, the spacer engages agains both sides adjoining a corner of each of four
adjacent boxes with the corners at a common location.
[0011] Ac cording to another aspect of the present
invention, a method of preparing a form work arrangement for the pouring of a foundation
for a building comprises the steps of locating within a boxed area and over a substantially
level area of supporting surface, a plurality of boxes each of which are kept apart
from one another, to leave channels between the respective sides of the boxes, locating
within the respective channel shapes a spacer such that the spacer engages against
both sides adjoining a corner of a first box, and at the same time against both sides
adjoining a corner of a second box adjacent the first box, effecting support within
the channels, on the spacer, of a reinforcement rod, and then pouring concrete into
the channels and over the boxes to form a building foundation.
[0012] One particular problem that may be associated with locating spacers in the manner
described in accordance with the present invention, is that these spacers, in some
cases, may aggravate a weakness in the structural strength of the foundation thus
poured.
[0013] If, for instance, a concrete block is located midway between respective corners of
the same box and this is supported on the ground within the channel, and furthermore
this block has a width which defines the channel width and is used then as a block
to support reinforcing rods, then it is found that this may result in a localised
weakening of the concrete where the foundation concrete meets the concrete block material.
If this does fracture, while not structurally necessarily dangerous, there may result
an access of water which, through capillary action, can reach the steel reinforcing
rod or rods.
[0014] This can be avoided by ensuring that concrete for the foundation extends to form
an integral portion of concrete below the main body of any spacer. This is achieved
by providing that each spacer, while having a substantially large outermost engaging
surface to bear against the side of a box, nonetheless has frame members which have
a lowermost edge which is substantially above the lowermost edge of such outermost
engaging surface and, as such, is above any supporting ground level surface.
[0015] In this way, a relatively large volume of concrete is allowed to flow and set below
such frame members thereby maintaining as much as possible the structrual integrity
of the concrete.
[0016] One further problem that may be experienced, is the fact that in some cases the foundation
will be required to be somewhat deeper than might be considered standard, and it has
been found uneconomic to provide boxes which has substantially different heights as
a range.
[0017] It has been proposed that conventional shaped boxes be located one upon the other
to provide thereby a double thickness, but the problem has been the same as hitherto
experienced, that is, how is the sideways pressure resisted when the foundation is
being poured.
[0018] In respect of the present invention, it is proposed that there be securing means
provided for locating respective corners of the boxes for the box location purposes
previously described, wherein one of the boxes is located above the second box, and
so defining together, coplanar sides effecting a channel between such sides and other
such boxes. Such securing means preferably engage against both sides adjoining a corner
of a first box and at the same time against both sides adjoining a corner of a second
box where the first box is located above but resting on the second box.
[0019] The invention is described further hereinafter, by way of example only, with reference
to accompanying drawings, in which:-
Fig.1 is a plan view of one embodiment of a typical building foundation form work
arrangement in accordance with the present invention;
Fig.2 illustrates a partly cut-away and partially opened cardboard box in accordance
with the embodiments of the present invention;
Fig. 3 illustrates one embodiment of a spacer as incorporated within
channels at a crossing over location and where four corners of respective adjacent
boxes meet at a common location, in accordance with the present invention;
Fig.4 illustrates another embodiment of a spacer adapted to be used where two corners
meet and there is a T-junction of the channels as shown in Fig.1, in accordance with
the present invention;
Fig.5 illustrates one embodiment of a spacer, used with one corner of a box, in accordance
with the present invention;
Fig.6 illustrates one embodiment of an arrangement for spacing the box elements apart
from corner locations;
Fig.7 is a perspective view showing the application of spacers as illustrated in Figs.
4, 5 and 6;
Fig.8 is a plan view in some greater detail of a spacer as in Fig.3 being used in
conjunction with reinforcing rods and engaging against the adjacent sides of the corners
of four boxes;
Fig.9 is a perspective drawing illustrating the manner in which the form work is used
and illustrating the technique for pouring concrete in channels formed between the
respective boxes and over the top of these;
Fig.10 illustrates in perspective detail one embodiment of spacers for holding two
boxes in adjoining relationship one above the other in combination with a general
spacer as in Fig.3;
Fig.11 is a more general view of the apparatus of Fig.10; and
Fig.12 is a perspective view of a spacer used when the boxes are located one above
the other as illustrated in Figs.10 and 11.
[0020] Referring to the drawings, and in particular to Fig.1, there is shown a plurality
of boxes which are supported on level ground and which are surrounded by perimeter
form work 2, 3, the boxes 1 and the perimeter form work 2 all being held in spaced
apart relationship so as to leave a plurality of channels 4 between the respective
sides 5 of the boxes 1 and the perimeter form work 2 and 3.
[0021] Each of the boxes 1 in particaular as shown in Fig.2 are comprised of cardboard having
an external surface coated with an appropriate water repellant material such as a
wax, but which otherwise comprise cardboard conventionally reinforced with a corrugated
layer within each planar surface, the box 1 including a top 6, a bottom 7 and sides
8, 9, 10 and 11, the sides each defining a flat side and each being arranged to provide
in plan, a square shape together with the flat top 6 and the flat bottom 7. Side 10
has been opened out to show a top flap 12, a bottom flap 13 and side flaps 14 and
15. These are folded over so as to lie one against the other and to provide mutual
reinforcing therefor for the side of the box thus formed.
[0022] In a similar manner, side 11 comprises two flaps one folded over the other, shown
particularly at 16 and 17, and likewise side 8 has two flaps 18 and 19.
[0023] Internally, the box 1 is reinforced by typical egg-crate type reinforcement which
comprises a plurality of transverse members 20 which interlock with crossing members
21 each of the members 20 and 21 being comprised of corrugated strengthened cardboard
and each defining a vertical plane extending to immediately below the top 6 and above
the bottom 7 so as to provide vertical support for the top 6. In a similar manner,
the ends butt against the respective sides and also provide at least some reinforcing
strengthening of these sides.
[0024] Such reinforcement and strengthening is provided to such an extent that a foundation
laying worker can walk on top of the box, and also it is such that the boxes can resist
lateral deformation under the relevant stresses involved.
[0025] Each of the boxes 1 are located so as to leave channels 4 between the respective
sides, and in accordance with this embodiment there is provided a spacer 22 which
in plan view is of cruciform shape but which provides at four symmetrically located
positions a concave shape shown typically at 23 which has outermost engaging faces
24 and 25 which wil l engage against both sides adjoining
a corner of a box 1. It is requisite that there be a relatively significant bearing
surface which can engage against an effective area of the side of a cardboard box,
and furthermore that this will engage both against an edge at the corner of a box
and across the bottom of the box where there is also the bottom 7 which also provides
additional reinforcement for the box.
[0026] Accordingly, engaging surfaces 24 and 25 are of substantial cross-sectional area
(each being preferably 55 mms wide and 55 mms high) and are adapted with respect to
the remaining parts of the spacer 22 to sit with lowermost edges 26 on the same level
surface that is supporting the box 1. There are, in respect of the spacer 22, four
such arrangements as shown further at 27, 28 and 29, each of these being supported
in the relative position which provides a concave shape defining the position of four
corners of respective adjacent boxes by frame elements 30 and 31. The respective frame
elements 30 are each raised significantly above the ground level and indeed have an
upper surface which lies flush with the upper surface 32 or the engaging surface typically
at 24.
[0027] Midway and extending above such surface level at 32 is an open U-shape 33 which is
adapted to receive and support reinforcing rods.
[0028] These may be crossing rods and the height of the upwardly open U-shape slots both
at 33 and in a centre raised portion at 34, are of sufficient height so as to support
first rods in one direction, and then second rods in a crossing direction lying above
the first rod.
[0029] Such an arrangement is best illustrated in Fig.10, in which the rods are shown at
35 and 36, although the spacer in this case does not have such high sides for its
open U-shape slot. The rods fit closely in the width of the slot and therefore secure
the spacers collectively tightly together. This securing effect is assisted where
the rods cross over and the spacers then become tightly locked together. The diagonal
frame members 31 provide for cross bracing, and also because of their general thickness,
provide substantial support for such reinforcing rods. The members 31 are raised so
as to be significantly above any ground supporting level so as to allow firstly for
concrete to pass fully beneath such frame members, and also to ensure an effectively
continuous thickness which will effectively resist localised fracturing under stress
conditions and therefore resist capillary water egress to the metallic reinforcing
rods.
[0030] The spacer 37 as illustrated in Fig.4, and also illustrated in Fig.1, is similar
to the spacer 22 except that it has one side at 38 adapted to engage against perimeter
form work only, thereby leaving only two right-angularly concave portions at 39 and
40, to engage against both sides adjoining a corner of the respective boxes 1. In
the same manner, the bottommost edges, typically at 41 and 42, are adapted to sit
on the same level surface that the boxes 1 are adapted to sit on, and the frame elements
43 and 44 are all located well above such ground support to allow for concrete to
flow fully beneath these and of such thickness to provide adequate support for openly
upward U-shape slots 45 to the side and 46 at the centre.
[0031] Fig.5 illustrates a spacer 47 which has the same fundamental elements of the previous
spacer, but in this case has only one right-angularly concave part 48, the remaining
outer engaging surfaces at 49 and 50 are adapted to engage against the inner sides
of form work such as at 2 and 3 in Fig.1, and to also rest on the lowermost ground
level surface so that frame members 50 and 51 are supported well above the ground
surface.
[0032] In Fig.6 there is illustrated a spacer 52 which does not engage any corners of the
boxes but includes two sides 53 and 54 each of the sides being of substantial area
so as to provide substantial bearing surface against the sides of a respective box
1 but in each case, frame members 55, 56 and 5 7 are all located
so as to be well above lowermost support level 58 and 59 so that concrete can pass
fully, and be continuous below the respective frame members 55, 56 and 57 which in
turn provides for reinforcing at such positions at 60, 61 and 62.
[0033] The slots 63 and 64 are generally superfluous except for reducing the total quantity
of plastic necessary in respect of each of these spacers which are in each case manufactured
by injection moulding from an appropriate plastics material such as polypropylene.
[0034] In the application of the invention to a foundation, it is conventional to further
provide steel fabric 65 which is supported by supports 66 resting on the top 6 of
a box 1. As shown in Fig.9, a worker 67 may then safely step on the fabric 65 and
support concrete outlet 68 whereby concrete 69 is effectively poured into the various
channel shapes 4 and across the upper most surface over the top 6 of the various box
elements 1.
[0035] In Figs.11 and 12 there is a spacer 70 which acts to maintain the relative spaced
relationshp of boxes 1 when located one above the other. This is achieved by having
engaging faces 71 and 72 engaging against both sides typically at 73 and 74 of a box
1, and there being a spike 75 and a spike 76 located so as to pierce through the respective
top and bottoms at the corner position of the respective boxes 1. These, thereby,
positively locate and capture the respective boxes and hold them in a relative position
one with respect to the other.
[0036] The method of using the elements described is to prepare ground as level, surround
this with perimeter form work 2, 3 and then locate sequentially, a variety of spacers
as appropriate and then boxes 1 so that these extend fully across the defined area.
Boxes of different overall shape and area may be used if the defined area is not appropriately
covered by the shapes described.
[0037] For parts of a building which are to be higher than others, these can then be provided
with a higher foundation part by supporting one box upon the other and joining these
in the manner described.
[0038] While the spacers have been described as being formed of plastic, these may be made
from other compatible materials, such as steel sheet, which may be cut and folded
into an appropriate shape.
1. A building foundation form work arrangement characterized by a plurality of boxes
(1) located on a supporting level surface and kept apart to leave channels (4) between
each side of each of the boxes (1) by spacers (22) within the channels (4) between
the boxes (1), at least one spacer (22) engaging against both sides adjoining a corner
of a first box, and at the same time against both sides adjoining a corner of a second
box adjacent the first box.
2. A building foundation form work arrangement according to claim 1, wherein the spacer
(22) engages against each of two sides adjoining each of the corners of four adjacent
boxes (1) with corners at a common locations.
3. A building foundation form work arrangement according to claim 1 or 2, wherein
each of the boxes (1) has vertical reinforcing partitions (20) within each of the
boxes.
4. A building foundation form work arrangement according to any preceding claim, in
which the boxes are each formed of cardboard.
5. A building foundation form work arrangement according to claim 1 or 2, in which
each of the boxes (1) has four sides, a top and a bottom, is comprised of cardboard
and has extending in crossing interlocking relationship cardboard planar strips (20)
acting as vertical reinforcing partitions extending from a bottom of a respective
box to a top of a respective box (1), and each from a first side to an opposite side
of the box (1).
6. A building foundation form work arrangement according to claim 2, wherein the spacer
(22) is of a cruciform shape in plan and includes for each of eight sides of the respective
boxes , an outermost engaging surface that is
planar.
7. A building foundation form work arrangement according to any of the preceding claims,
wherein the spacer (22) includes outermost planar surfaces engaging against the sides
of respective adjacent boxes (1), and frame members (30) holding such outermost engaging
surfaces which frame members (30) have a lowermost edge which is substantially above
the supporting level surface.
8. A building foundation form work arrangement according to any of the preceding claims,
in which the spacer (22) includes means to support and locate a reinforcement rod
(35,36) within a channel (4).
9. A building foundation form work arrangement according to claim 8, wherein the means
for providing support for a reinforcement rod include a portion of the spacer that
has an upwardly open slot (33,34).
10. A building foundation form work arrangement according to any of the preceding
claims, wherein at least one box is located above another box and there is a joining
spacer (71) engaging against adjacent sides or a corner of a first of the boxes where
this is a lowermost box, and against adjacent sides of the corner of a second of the
boxes which is above the first of the boxes and wherein the said corner is above the
corner of the first said box.
11. A building foundation form work arrangement according to claim 10, wherein the
joining spacer (71) includes two spikes (75,76) a first engaging within a first of
the boxes (1) and a second within a second of the boxes (1) so as to hold thereby,
the engaging surfaces of the spacers against the respective sides of the respective
boxes.
12. A spacer (22) for a building foundation form work arrangement wherein a plurality
of boxes are located in spaced apart relationship to define therebetween channels,
the spacer (22) being characterized in that it includes outermost engaging surfaces
adapted to engage against both sides adjoining a corner of a first box, and at the
same time against both corners adjoining a corner of a second box adjacent the first
box.
13. A spacer according to claim 12, wherein the spacer (22) is of cruciform shape
in plan having thereby eight engaging outermost surfaces adapted to engage respectively
against both sides adjoining a corner of each of four adjacent boxes with the corners
at a common location.
14. A spacer according to claim 13, wherein there is included an upwardly extending
medially positioned part having an upwardly open U-shape slot (34) therein adapted
to support and hold a reinforcing rod (35,36) thereby.
15. A spacer according to claim 12,13 or 14, wherein each of the outermost engaging
surfaces is held by a frame member (3) extending between at least one other of the
outermost engaging surfaces, each of the frame members having a lowermost surface
which is substantially above a lowermost edge of each of the engaging surfaces such
that concrete can extend contiguously beneath each of the said frame members.
16. A spacer according to claim 12,13,14 or 15, wherein the spacer (22) is moulded
from plastics material.
17. A method of preparing a form work arrangement for the pouring of a foundation
for a building which comprises the steps of locating within a boxed area and over
a substantially level area of supporting surface, a plurality of boxes (1) each of
which are kept apart one from the other to leave channels (4) between the respective
sides of the boxes (1), locating within the respective channel shapes (4) a spacer
(22) such that the spacer engages against both sides adjoining a corner of a first
box, and at the same time against both sides adjoining a corner of a second box adjacent
the first box, and effecting support within the channels (4), on the spacer (22),
of a reinforcement rod (35,36).
18. A method of preparing a form work arrangement according to claim 17, wherein each
of the boxes are comprised of cardboard, and the
spacer (22) is such that it engages against both sides adjoining a corner of each
of four boxes with the corners at a common location.