[0001] This invention relates to a reinforced concrete lining segment incorporating a non-return
valve for injection of grout.
[0002] Hitherto, reinforced concrete lining segments have been provided with either a plain
round hole for the injection of grout via a push-fit grout nozzle or have been provided
with a threaded steel socket in the hole for use with a screw-in type nozzle. The
threaded socket is cast-in at the time of manufacture of the segments. After the grout
holes/sockets have been used, they are sealed using either a plain concrete or timber
plug hammered home or a threaded cast iron plug.
[0003] Sometimes, a non-return valve has been threaded on site into a standard grout socket,
the purpose of the non-return valve being to prevent grout spillage during construction,
thereby saving cleaning and other costs. They also allow the injection of grout against
external pressures from either ground water or bentonite.
[0004] According to the present invention, there is provided a reinforced concrete lining
segment having a non-return valve for the injection of grout, the valve being located
in a bore through the thickness of the segment, characterised in that the non-return
valve is cast-in during manufacture of the reinforced concrete lining segment.
[0005] The lining segment may be a tunnel or shaft lining segment.
[0006] The valve can include a moulded plastics part made of polyurethane for example. The
valve can be of a composite construction with the moulded plastics part formed to
fit over the outside diameter of a threaded socket, preferably of steel. The steel
threaded part is for receiving the nozzle of a grout gun, whilst the polyurethane
part provides the valve action. The non-return action of the valve can be provided
by resilient petals depending from a skirt portion of the valve surrounding the socket,
adjacent edges of the petals being resiliently biassed to press against one another
thereby normally to close the valve. A moulded part can also be used to assist in
holding the valve in place.
[0007] Holding reinforcement for the socket can be provided by anchor wires welded to the
outside of the socket.
[0008] Although reference is made herein to a lining segment, it will be appreciated that
the invention extends to the case where the segment forms a complete ring.
[0009] For a better understanding of the invention and to show how the same may be carried
into effect, reference will now be made, by way of example, to the accompanying drawings,
in which:-
Figure 1 is a diagrammatic cross-sectional view of a number of reinforced concrete
lining segments bolted together,
Figure 2 is an enlarged view of one of the segments shown in Figure 1.
Figure 3 is an even more enlarged view of part of the segment shown in Figure 2 and
showing it joined at an adjacent circumferential joint to another segment,
Figure 4 is a cross-sectional end view of a non-return valve and socket shown in Figures
2 and 3, and
Figure 5 is a cross-sectional side view of the valve and socket of Figure 4 incorporated
in the lining segment.
[0010] Referring to the drawings, Figure 1 shows a typical bolted reinforced concrete lining
made up of individual segments bolted to one another. Shown in Figure 1 are "ordinary"
segments 1, two top segments 2 and a key segment 3.
[0011] One of the segments 1 is shown in more detail in Figures 2 and 3 and it will be seen
that that segment is provided on casting with a through bore 4 which houses a non-return
valve 5 including a cylindrical threaded socket 6.
[0012] As shown in more detail in Figures 4 and 5, the non-return valve 5 has a cylindrical
skirt 7 surrounding and adjoining the circumference of the threaded steel socket 6.
The valve 5 is made of polyurethane and, in the example shown, has four resilient
petals 8 depending from the skirt 7 with adjacent edges that press against one another
so as normally to close the valve. Anchor wires 9 welded to the socket 6 serve to
hold the steel socket in place in the segment.
[0013] A moulded part 10, shown separately in Figure 5, has a central aperture in it and
is fitted so that its periphery 10A fits against the non-return valve 5 at the juncture
between the skirt 7 and petals 8.
[0014] The steel socket itself is known as a grout socket and is a shortened version, as
compared with known types, relatively to the length of the bore through the segment.
Figure 5 shows the back skin 1A of the segment 1 and the external circumference 1B,
i.e. that part of the segment which is intended to lie outside of the tunnel or shaft.
[0015] The valve 5 with its socket 6, anchor wires 9 and moulded part 10 are all cast-in
the segment during manufacture and are retained there after stripping, by the concrete.
[0016] The combination of the socket and valve allows grout to be injected using a steel
nozzle attached to the threaded steel socket, both of which are resistant to damage.
[0017] It will be appreciated that the present non-return valve can be incorporated in any
thickness of segment from the thinnest segment to the thickest and by casting in situ,
there is a cost saving advantage as compared with the fitting cost on site. In addition,
the particular design type allows a greater throat area than the equivalent screw-in
type.
1. A reinforced concrete lining segment (1) having a non-return valve (5) for the
injection of grout, the valve being located in a bore (4) through the thickness of
the segment, characterised in that the non-return valve (5) is cast-in during manufacture
of the reinforced concrete lining segment.
2. A lining segment according to claim 1, wherein said valve is of a composite construction
with a moulded plastics part formed to fit over the outside diameter of a threaded
socket (6) for receiving the nozzle of a grout gun.
3. A lining segment according to claim 2, wherein said moulded plastics part provides
the valve action and is formed by resilient petals (8) depending from a skirt portion
(7) of the moulded plastics part, adjacent edges of the petals being resiliently biased
to press against one another thereby normally to close the valve (5).
4. A lining segment according to claim 2 or 3 and comprising holding reinforcement
for the socket (6) provided by anchor wires (9) welded to the outside of the socket.
5. A lining segment according to claim 2, 3 or 4 and comprising a further moulded
part located to protect the non-return components of the valve.
6. A lining segment according to any one of the preceding claims and being a tunnel
or shaft lining segment.
7. A lining segment according to any one of the preceding claims and being in the
form of a complete ring.