[0001] This invention relates to the manufacture of concrete pipes and tubes in moulds.
[0002] According to the invention there is provided a method of manufacturing a concrete
pipe or tube comprising the steps of forming a mould from flexible material; depositing
concrete within the mould and compacting it so as to form a concrete pipe or tube
therein; and introducing a fluid under pressure between the flexible mould and the
concrete pipe or tube such as to expand the flexible mould from the pipe or tube and
then withdrawing the pipe or tube from within the mould.
[0003] According to another aspect of the invention, there is provided apparatus for manufacturing
a concrete pipe or tube including a mould of flexible material; means for introducing
between the mould and the concrete pipe or tube when formed therewithin a fluid under
pressure so as to expand the mould and means for withdrawing the pipe or tube from
the mould thereafter.
[0004] The concrete pipe or tube may be formed, for example, by depositing one or more layers
of concrete within an external mould or mandrel mounted so as to be rotatable about
its longitudinal axis so that the concrete pipe or tube is formed by centrifugal action
within the mould from which it is subsequently removed.
[0005] The internal surface of the mould may, prior to the formation of a product therewithin,
be coated with a release agent. The flexible mould may be seamless and may be formed
from fibre (or glass) reinforced plastics. It may, in accordance with usual mould
practice, be fabricated so as to define by its inner peripheral wall, in usual manner,
the external form of the concrete pipe or tube to be manufactured within that mould.
The mould may be provided with spigot and socket forms at each end, or may be plain
ended.
[0006] The fluid may be air from a compressed air supply. The compressed air may be suplied
to the mould via one or more entry ports along the length thereof or may, as an alternative,
be supplied at one or both ends of the mould.
[0007] The concrete pipe or tube may be matured and hardened within the flexible mould before
removal thereof.
[0008] In an alternative arrangement, the mould may be removed before the concrete is cured
and hardened. In this case means may be provided to support the internal surface of
the concrete to resist the forces due to the fluid under pressure during mould withdrawal
acting on the outer surface of the concrete.
[0009] The fluid under pressure is then introduced between the outer concrete surface and
the flexible mould, as described previously, and the flexible mould removed. After
this, the internal support is removed and the concrete pipe or tube left to cure and
harden sufficiently for handling.
[0010] When manufacturing concrete pipe or tube, the internal support may be a simple flexible
steel shell with means of reducing and expanding the circumference to allow it to
be inserted and withdrawn from the inside of the pipe or tube. Once inside the pipe
or tube, the flexible shell is increased in diameter, just sufficient to give support
to the unhardened concrete.
[0011] In order that the invention may be more readily understood, one embodiment thereof
will now be described by way of example with reference to the accompanying drawings
in which:-
Figure 1 illustrates a mould with included pipe used in accordance with the invention;
and
Figure 2 shows the mould and pipe of Figure 1 placed in a pipe demoulding assembly.
[0012] Referring to the drawings, it will be seen that the mould comprises a tube 1 formed
from glass reinforced plastics such as a polyester resin incorporating glass and silica
sand. The mould may be formed by spraying the sand and polyester resin upon a rotating
seamless steel mandrel of slightly tapered longitudinal form and winding glass about
the mandrel so that it is incorporated within the wall of the mould. As can be seen,
the mould is provided with a socket end 2 and a spigot end 3.
[0013] In operation, after the mould has, in the usual manner (for example by centrifugal
or other means) formed a concrete pipe 4 therewithin, and the pipe has matured and
hardened, the mould and its included pipe are taken to a demoulding assembly as shown
in Figure 2 comprising a restraining post 5 mounted on a base 6 which is secured to
a floor 7, the post passing through the pipe and mould and carrying at its upper end
a pipe restraining ring 8. A lifting beam 9 is connected by means of an eye 10 to
a lifting device (not shown) which carries, by means of tie bars 11, a bucking ring
12 which is located under the socket end of the mould but does not extend radially
inwards of the mould and does not underlie the concrete pipe.
[0014] Compressed air is now applied to the interface of the mould and the concrete pipe.
Two alternative arrangements for carrying this out are illustrated in Figure 1.
[0015] In the first arrangement a plurality of compressed air connections 13 are made through
the. wall of the mould. The connectors can be coupled through a ring main (not shown)
so that one snap coupling only is necessary to a compressed air supply. The air holes
on the inside of the mould are covered prior to moulding to prevent concrete contamination.
[0016] In the second arrangement an annular pressure chamber 14 is mounted on to the end
of the mould and sealed with a gasket 15, 16 at each extremity. The mould expands
when pressurised air from pipes 17 tracks along the mould/pipe interface and releases
the bond.
[0017] Upon application of either of these methods, the mould is expanded somewhat radially
away from the pipe, and upon axial load being applied by the lifting device of the
mould, this is then removed from the pipe which can then be taken away from the demoulding
assembly.
[0018] In one example of the invention, a flexible mould was formed from isophthalic polyester
resin bonded with glass and silica sand. The mould wall thickness was 6mm and the
mould material had a stiffness of 1100 N.mm
2. Air pressure prior to demoulding was 6 bar. This was applied through a plurality
of connectors along the length of the pipe (either 3 connectors or 9 connectors being
used in practice). The concrete pipe (of 525mm diameter bore) formed within the mould
was successfully removed from the mould.
[0019] By means of the invention we have provided a strong and effective mould for concrete
pipes capable of simple, rapid removal from the concrete pipe formed therewithin.
[0020] It will be appreciated that in the manufacture of concrete pipe and tube by means
of the invention it is necessary that the mould, whilst being sufficiently flexible
to enable adequate expansion when subject to the fluid pressure to enable withdrawal
of the pipe and tube therefrom, must be sufficiently strong and rigid to undergo the
processes used in the manufacture of pipe and tube therein such as movement of the
mould, vibration of it and rotation thereof as a concrete pipe or tube is deposited
and formed around the inner wall thereof by centrifugal or other action. Fibre reinforced
plastics is a typically suitable material having the required flexibility with strength
characteristics required by the invention.
1 A method of manufacturing a concrete pipe or tube comprising the steps of forming
a mould from flexible material; depositing concrete within the mould and compacting
it so as to form a concrete pipe or tube therein; and introducing a fluid under pressure
between the flexible mould and the concrete pipe or tube such as to expand the flexible
mould from the pipe or tube and then withdrawing the pipe or tube from within the
mould.
2 A method as claimed in claim 1 wherein the concrete pipe or tube is formed by depositing
one or more layers of concrete within the mould mounted so as to be rotatable about
its longitudinal axis so that the concrete pipe or tube is formed by centrifugal action
within the mould.
3 A method as claimed in Claim 1 or 2 wherein the internal surface of the mould, prior
to the formation of a pipe or tube therein is coated with a release agent.
4 A method as claimed in Claim 1, 2 or 3 wherein the fluid may be air from a compressed
air supply.
5 A method as claimed in claim 4 wherein the compressed air is supplied to the mould
via at least one entry port along the length thereof. A method as claimed in claim
4 wherein the compressed air is supplied to the mould at at least one end thereof.
7 A method as claimed in any one of the preceding claims wherein the concrete pipe
or tube is matured and hardened within the flexible mould before removal thereof.
8 A method as claimed in any one of claims 1 to 6 wherein the mould is removed before
the concrete is cured and hardened.
9 Apparatus for manufacturing concrete pipe or tube including a mould of flexible
material; means for introducing between the mould and the concrete pipe or tube when
formed therewithin a fluid under pressure so as to expand the mould; and means for
withdrawing the pipe or tube from the mould thereafter.
10 Apparatus as claimed in claim 9 wherein the flexible mould is formed from fibre
reinforced plastics.
11 Apparatus as claimed in claim 10 wherein the flexible mould is formed from glass
fibre reinforced plastics.
12 Apparatus as claimed in clam 9,10 or 11 wherein the mould is seamless.
13 Apparatus as claimed in any one of claims 9 to 12 wherein the fluid is compressed
air and the mould is provided with at least one entry port for the provision of a
comprssed air supply along its length. 14 Apparatus as claimed in any one of claims
9 to 12 wherein the fluid is compressed air and the mould is provided with an annular
pressure chamber at at least one end thereof connectable to a compressed air supply.