[0001] This invention relates to a method and means for forming blocks from concrete mix,
in particular blocks used as inertial masses in household electrical appliances.
[0002] As is well known, the considerable hardness, low cost, high specific gravity and
the ease with which complex shapes can be formed mean that cement and its agglomerates
are increasingly used for purposes other than conventional building, ranging from
decorative paving to wall facing, and from statues to products for mechanical use.
Of these latter, those used to provide inertia are of particular importance. In this
respect, the obvious need to construct structures which are both functional and strong
while at the same time using the minimum quantity of costly material often makes it
necessary to "weighten" such structures with other low-cost materials which provide
an inertial function.
[0003] Typical cases of this type are domestic washing machine and dishwasher structures.
Washing machines require for containing the rotary drum a tub which has a considerable
inertial mass in order to provide stability to the structure in the face of the vibration
induced by the rotation of an unbalanced mass (represented by the drum when containing
the clothes, especially during spinning). Dishwashers require to be weighted to prevent
their movement when opening the door or extracting the dish basket.
[0004] In these and other mechanical applications involving cement (generally associated
with ferrous and baritic minerals to increase the specific gravity) the blocks generally
need to be fixed by bolts or pre-positioned reference elements, requiring dimensional
tolerances which are difficult to respect. This is because the usual methods for forming
such blocks lead to irregular shapes not only in terms of the level of surface finish
but also in dimensional terms.
[0005] One of the most usual methods for their formation consists of:
- abundantly filling a base half-mould of metal construction with a granular or friable
concrete mix;
- using a blade to remove the excess mix extending beyond reference edges, along which
the blade is slid;
- compressing the concrete mix with a counter-mould;
- subjecting the system to a short vibration stage to compact the mix;
- removing the counter-mould;
- transferring the casting onto a conveyor belt which moves slowly through a steam treatment
tunnel to accelerate curing. This usual method results in blocks with a very rough
surface because of the use of sand and because of the dryness of the concrete mix,
these latter being necessary to attain not only low cost but also friability to facilitate
removal from the mould. This surface roughness is further worsened by the fact that
particles of the cast mix remain attached to the mould and are this removed from the
formed block.
[0006] This usual method therefore results in blocks without a properly finished surface,
leading to very wide dimensional tolerances for the stated reasons, and therefore
hardly suitable for combining with machined mechanical or metal parts of a typically
high precision.
[0007] The said method usually results in a very low production rate with high consequent
costs as each individual block has to be constructionally handled by an operator and
be treated by a mould vibration machine.
[0008] This characteristic of the method usually makes it necessary to shorten the time
for vibration-compacting the mix in the mould, so resulting in a concrete block of
poor quality.
[0009] The poor quality of blocks produced in this manner is also determined by the presence
of burrs which continuously increase because of the rapid mould wear along the joining
line between the moulds, and induce handling difficulties as they can injure the hands
of the operator handling such blocks (for example during their assembly and during
the repair of the resultant household electrical appliances).
[0010] An object of the present invention is to provide a method and means for forming blocks
from concrete mix which result in a higher production rate than conventional methods.
[0011] A further object is to provide a method and means which enable blocks to be formed
with high dimensional precision.
[0012] A further object is to provide concrete blocks, particularly for use as inertial
masses for mechanical applications (washing machines, dishwashers etc.), which are
very economical.
[0013] These and further objects are attained as will be apparent on reading the following
detailed description of a method and means for forming blocks from concrete mix at
a high production rate and with considerable shape definition, implemented by a plurality
of plastics moulds provided with impressions, each of which corresponds to one of
the two halves into which the block can be divided, and which are provided in both
the outer flat faces of the mould so that a line of moulds can be formed in which
two adjacent mating moulds define the cavity to be filled, the line defining an upper
surface which contains casting sprues and onto which the concrete mix can be poured
for filling purposes. This filling is facilitated by vibrating the mould line for
compacting and stratifying purposes by usual vibrators located on lower longitudinal
members provided for supporting the mould assembly. The invention is illustrated by
way of non-limiting example on the accompanying drawings in which:
[0014] Figure 1 is a side view of a block production plant in which the perimetral walls
of the containing tray are shown sectioned on a central plane;
[0015] Figure 2 is a perspective view of the parts of the plant;
[0016] Figure 3 is a section through a mould showing a concrete block under formation by
cooperation with an adjacent half-mould;
[0017] Figure 4 is a perspective view of a mould resting on two longitudinal members;
[0018] Figure 5 is a perspective section through a filling hopper resting on a line of moulds.
[0019] With reference to said Figure 1, a fixed frame 1 comprises feet 1A for its support
on a floor 2. This fixed frame comprises robust longitudinal members 1B and uprights
1C, 1C'.
[0020] The longitudinal members are preferably two in number to form a track 1B', 1B" (Figure
2) on which the moulds 3 can rest securely.
[0021] These moulds each consist of two shells 3A and 3B (Figures 2, 4) joined together
by bolts 4, possibly acting via stiffening strips 5.
[0022] The shells 3A and 3B are joined together at their base by two support brackets 6A
and 6B formed from steel angle sections. These brackets comprise projections 6B' and
6B" the purpose of which is to transversely retain the mould shells by being interposed
between the two longitudinal member 1B' and 1B".
[0023] These shells are constructed of anti-adherent plastics material such as polyethylene,
polypropylene, or other known equivalent materials. These shells could however be
constructed of plastics material which is not necessarily anti-adherent but is instead
surface-coated with anti-adherent material such as polyethyleneterephthalate (PTFE).
[0024] An advantageous property of these plastics shells is that they can be injection-moulded.
This means that they can be of small thickness, combinable with stiffening ribs, and
comprise special shaped portions 8A, 8B to form a comfortable fixing or positioning
for mechanical inserts 7 which also provide a strengthening function. With such shaped
portions 8A and 8B of the shell, certain regions of the inserts 7 can be made accessible
from the outside of the block to enable it to be fixed to a structure by bolts or
the like, obviously after the block with its inserts has been removed from its mould.
[0025] This is apparent from Figure 3, which shows ideally a concrete block in the form
of an irregular ring with its "hole" formed by the two shaped portions 8A and 8B,
which have flat ends facing each other to press against the insert interposed between
them. When the shell 3A is separated from the shell 3B (shown to the left), that part
of the metal insert 7 previously covered by the two shaped portions 8A and 8B is now
external to the block and therefore accessible to be used for example to receive the
bolts for its fixing to the structure of the appropriate machine.
[0026] With the described method the metal inserts are very simple to position and/or retain,
not only by centering or mounting on usual pegs in the half-mould 3B, but also by
magnets 27 inserted into the rear of the impression to retain the iron insert before
it is finally fixed by the action of the adjacent mould 3A.
[0027] The two shells 3A and 3B joined by the bolts 4 or by other means, including welding,
thus form a mould (Figure 4) comprising two semi-impressions 9A and 9B which define
the shape of a given concrete block on mating with another mould.
[0028] This is clear from Figure 3, which shows a mould 3A-3B' in contact with a half-mould
3B to define a ring-shaped concrete block 10. This mould is formed from two different
shells 3A, 3B' joined together by bolts 4.
[0029] The front and rear surfaces of the mould 3 can be made to mate with the rear and
front surfaces respectively of other moulds 3 by special fitting elements or by simple
engagement between the pegs 11 and holes 12.
[0030] This mating operation is effected in such a manner as not only to properly seal the
parts together and prevent the formation of burrs along their joining line, but also
to provide centering or coaxiality between the moulds so that the shape defined by
them is correct, and in addition to mechanically rigidify and thus retain the set
of aligned moulds in the transverse direction.
[0031] With reference to Figure 1, the moulds 3 are rested (possibly via their brackets
6A and 6B of Figure 4) on the longitudinal members 1B' and 1B", and are moved up alongside
each other into mutual contact to form a very long row of moulds. This row or line
of moulds 13 can be flanked by other parallel lines 13 of moulds 3 to include overall
even thousands of moulds (only one row is shown on the drawings).
[0032] Conceptually there is no limit to their number. However from the practical aspect
this number is governed by the need to butt-join the various longitudinal members
1B and other longitudinal parts of the structure 1 together, and by the time required
to remove the concrete blocks from their moulds, which must obviously be compatible
with the production needs determined by other operational requirements (such as the
work shifts).
[0033] Each row of moulds is rested via an end half-mould 3 against a first fixed shoulder
14A.
[0034] In this manner one presser plate 15 can compress the whole row 13 to maintain all
its constituent moulds in strong closure contact. The presser plate 15 is initially
operated by a hydraulic thrust piston, after which, when the position of maximum contact
between the moulds 3 has been attained, struts 17A, 17B are interposed between a second
fixed shoulder 14B and the presser plate 15, to maintain the maximum contact position
previously attained by the hydraulic piston 16.
[0035] The hydraulic piston 16, which reacts against or is fixed to the fixed structure
1, for example via the second fixed shoulder 14B, can then be disengaged. In Figure
1 it is shown in its disengaged position.
[0036] At this point of the production cycle a rectangular perimetral frame provided lowerly
with rubber gaskets 20 is rested on the surface 18 formed by the upper faces of the
moulds 3.
[0037] This perimetral frame forms a tray about a series of holes or slots 21 present in
the upper faces of the moulds 3 and communicating with the space for the block to
be moulded.
[0038] Generally the intersection between the holes and the surface 18 is represented by
a flat surface on the block when it is removed from the mould.
[0039] In this respect, these holes conceptually represent the mould feed sprue, but this
sprue is generally so short as to be represented by a mere flat surface on the casting.
The concrete mix Z is poured into the parallelepiped tray 18, 19 and flows via the
various holes 21 into the various mould cavities, so filling them. This filling is
facilitated by a raking action using manually or mechanically operated blades to shift
the concrete mix so that the holes receive that concrete mix lying on the remaining
upper flat surface of the moulds.
[0040] As an alternative to this method of filling the mould spaces using a parallelepiped
tray, a hopper-shaped tray 22 is used resting via gaskets 23 on the plurality of moulds
3D, at the ends of slots 21A (Figure 5).
[0041] The hopper 22 is able to slide along the row of moulds, so that it also performs
the said raking function, especially if the hopper is provided with transverse sheet
metal baffles 24 used to strengthen the hopper.
[0042] Penetration of the concrete mix Z into the moulds is facilitated by vibrating the
moulds, so that, depending on the actual manual or automatic filling method used,
the filling stage also comprises continuous or intermittent vibration.
[0043] Longitudinally sliding the hopper 22 in the direction of the arrows F also has a
further advantage, namely of being able to move along the row of moulds until the
concrete mix contained in the hopper is completely used.
[0044] In this respect, in this type of production process it is difficult to prepare an
exact quantity of concrete mix, it being preferable to use a number of moulds greater
then the number effectively fillable, and then fill them "one at a time" until the
concrete mix is finished.
[0045] The expression "one at a time" is used merely to indicate a progressive filling of
the line of moulds. In fact, whether the parallelepiped tray or the hopper tray is
used, the moulds are filled simultaneously in very large groups, which could also
represent nearly the whole of them. This is what happens for example in the case of
the parallelepiped tray, in which the poured concrete mix Z immediately penetrates
through all the slots 21 which it meets. To prevent the moulds being only party filled,
thick slabs of expanded polystyrene 25 (or other equivalent material) are placed within
the perimeter 19 to cover the various slots 21 and act as stopper. When the moulds
(those to the right in Figure 2) with their slots 21 open have been filled and it
is ascertained that more concrete mix Z is available, it is used by progressively
uncovering further slots 21 (in the direction of the line of adjacent moulds) by removing
the slabs 25B, 25A ... which cover them. After this the perimeter 19 is raised by
usual means which by way of the example are shown on the drawing as hydraulic pistons
28 cooperating with guide uprights 1C, 1C' and usual safety means which protect against
falling. In the case of the slidable hopper (Figure 5) this slab method serves no
purpose, as the same result is obtained by sliding the hopper in the direction F along
the line of moulds, while the concrete mix is still present within it. When the moulds
3 have been filled, with or without vibration and with or without the "head material"
over the slots, the concrete mix contained in the moulds is then compacted. This is
done by vibrating the line of moulds 13 for a time indicatively between 3 and 10 minutes
by vertically vibrating the longitudinal members 1B (1B', 1B") on which the mould
assembly rests. This oscillation is implemented by usual vibrators 26 operating with
known and currently used methods for regulating amplitude and frequency to the required
acceleration values. The purpose of this vibration stage is not only to compact, but
also to define the surface state of the casting under formation. In this respect,
the concrete mix, indicatively composed of 40% of water, 16% of cement and the remainder
of solids of a certain size, such as the small stones typically found in sand, iron
scale or other minerals of high specific gravity (barite) generally used in this type
of inertial block production.
[0046] During the vibration of each mould 3, those particles of greater mass P (stones)
in contact with it acquire a higher kinetic energy which causes them to withdraw from
the forming surface of the mould and to travel towards its interior. Material with
the smallest particle size and specific gravity therefore remains on the outside of
the block in contact with its formation surface. In this specific case, this material
consists of a combination of water and cement, forming so-called cement grout. When
vibration is complete, the concrete block defined in this manner is left to harden.
When removed from its mould, the block will be extremely smooth and of a precise shape,
and in addition will have a higher chemical resistance and mechanical strength deriving
from a peripheral or surface concentration of soft material (cement) of very low porosity.
To remove the blocks 10 from their moulds it is necessary only to release the struts
17A, 17B from their usual fixing means (bolts, pegs), or to remove the presser plate
15 associated with them. In this manner the various moulds 3 are axially released
from each other, ready for the manual removal of the block formed within them. This
removal is favoured by the extremely smooth surface of the mould impressions and by
the anti-adhesive character of the plastics material used for the mould construction,
and is further facilitated by usual concrete detaching agents, of which the most economical
include diesel oil and vegetable oil mixtures, paraffins and waxy substances, and
which are sprayed onto the open mould before pouring the concrete mix into it. This
production method can obviously use concrete mixes with added concrete fluidifiers
in the known manner. An example of these is the product known commercially as FLUIMENT
40.
1. A method characterised by:
- combining into a bank a succession of moulds at least part of which comprise in
their two outer flat faces impressions which each correspond to one of the two halves
into which the concrete block to be produced can be divided, said bank defining an
upper external surface into which pouring sprues formed by the moulds open;
- pouring a concrete mix into the moulds;
- vibrating the bank at least during the pouring of the concrete mix.
2. A method as claimed in the preceding claim, characterised by vibrating the moulds,
at a frequency and amplitude usual in the concrete field, for a time indicatively
of between three and ten minutes, said vibration being obtained by usual means (26)
acting on the longitudinal members (1B, 1B', 1B") on which the moulds rest.
3. A method as claimed in the preceding claims, characterised by open moulds (3) each
formed from two shells (3A, 3B) of plastics material with anti-adherent properties,
such as polyethylene (PE), polyethyleneterephthalate (PTFE), or acrylonitrile-butadiene-styrene
(ABS).
4. A method as claimed in the preceding claims, characterised in that the moulds (3)
are filled by forming on that upper surface (18) comprising the pouring slots (21)
a tray for holding the concrete mix (Z) with which the moulds are to be filled.
5. Means for implementing the method, characterised by comprising:
a) moulds provided in their two outer flat faces with impressions each corresponding
to one of the two halves into which the concrete block to be produced can be divided,
and further provided with pouring sprues, said moulds having at least one further
flat face which is perpendicular to the faces provided with impressions, and into
which at least one pouring sprue opens;
b) means for combining a plurality of said moulds to form a bank, and means for supporting
said bank;
c) vibrator means associated with said support means to transmit vibrations to said
bank;
d) means for pouring the concrete mix; and
e) means to be rested on the bank to define the pouring region.
6. Means as claimed in claim 5, characterised by plastics moulds provided with magnetic
elements (27) inserted into their rear for retaining iron inserts (7) within the concrete
block (10).
7. Means as claimed in claim 6, characterised by a holding tray for the concrete mix
(Z) formed from a frame (19) which is provided with preferably rubber gaskets (20)
to retain the liquid part of the concrete mix (Z) in its interior, and which is laid
perimetrally about the pouring slots (21).
8. Means as claimed in claim 7, characterised by a raisable perimetral frame (19) which
can be raised vertically and fixed in its raised position by usual means.
9. Means as claimed in the preceding claims, characterised by a holding tray for the
concrete mix (Z) which is hopper shaped with a rectangular discharge mouth the side
dimension of which is equal to the width of the slot (Figure 5).
10. Means as claimed in the preceding claim, characterised by a holding tray for the concrete
mix (Z) which is slidable in a fluid-tight manner along the upper surface (18) formed
by the line (13) of moulds (3), to sequentially fill the moulds until the concrete
mix contained in it has been totally used.
11. Means as claimed in claim 6, characterised by a holding tray which additionally comprises
removable expanded polystyrene slabs (25A, 25B) for covering and possibly uncovering
the slots (21) of those moulds (3) for which the possibility of only partial filling
is to be avoided.
12. Means as claimed in the preceding claims, characterised by a concrete mix with added
concrete fluidifying agent in accordance with usual good practice.
13. A product or block formed from concrete mix by the production method claimed in the
preceding claims.