EP1518964A1

EP1518964A1 - Surface drainage arrangement

Info

Publication number: EP1518964A1
Application number: EP04255634A
Authority: EP
Inventors: designation of the inventor has not yet been filed The
Original assignee: Aco Technologies PLC
Current assignee: Aco Technologies PLC
Priority date: 2003-09-23
Filing date: 2004-09-16
Publication date: 2005-03-30
Anticipated expiration: 2024-09-16
Also published as: PT1518964E; ES2389900T3; DK1518964T3; PL1518964T3; EP1518964B1; DK1518964T4; PL1518964T5; GB2406351A; ES2389900T5; EP1518964B2; GB2406351B; GB0322280D0; PL1518964T4

Abstract

An inlet former 1 comprises a longitudinal slot 6 that lies, in use, in a surface to be drained and a conduit via which liquid can drain from the surface through the former 1. The former 1 also comprises one or more transverse openings into which a material in which the former 1 is embedded, in use, can extend from one or both sides of the former 1 to form a structural bridge member.

Description

Field of the Invention

The present invention relates to surface drainage and in particular, linear and point surface drainage arrangements.

Background

There is an increasing demand for economic, efficient drainage systems for draining surface water (or other fluids) from large catchment areas. Examples include car parks, highways, airport pavements and distribution centres.
One known form of surface drainage system relies on a number of discreet, spaced inlets in the surface to be drained, which communicate with a common, underlying channel. Examples of such systems can be seen in published UK Patent Applications GB-A-2316428 and GB-A-1456021. A commercial system of this general type has also been sold by Marshalls Mono Ltd under the registered trade mark PORCUPIPE.
These drainage systems result in a reasonably robust installation, as the overlying slab of surface material is substantially continuous, only broken by the discreet, spaced inlets. However, the very nature of these systems, with their discreet, spaced inlets, limits the hydraulic efficiency of the system; the inlet area of the system is limited and, particularly in e.g. storm systems, water may be carried over the surface between the inlets.
Another known form of drainage system employs a substantially continuous linear slot in the drained surface to serve as the inlet. It is recognised that surface drainage systems employing linear slots are more efficient than those drainage arrangements possessing discrete inlets, as in general they provide a greater inlet area and minimise the volume of water (or other liquid) that can wash over the drained surface without being entrained by the inlet. US Patent US6000881 shows a linear drainage system of this type, as does GB-A-2311549. Both of the systems described in these documents employ a large underground channel which has at its upper side a narrower throat portion defined by two walls extending upwardly to the surface to be drained, where they terminate to form a continuous slot drain in the surface.
Whilst these continuous linear slot drainage systems offer improved hydraulic efficiency relative to the known drainage systems, these linear slot systems suffer from the drawback that slabs of the surrounding surface material (typically concrete) are cantilevered out over the underground channel at either side of the slot, and this may exert significant loads on the channel itself. The channel must therefore be extremely robust, either through its own construction or by reinforcement of the surrounding surface material, if the risk of damage to the channel by these high loads during and after installation is to be avoided.
The skilled person is therefore presented with the dilemma between the robustness of discrete inlet systems and the hydraulic efficiency of the linear drainage systems.
A solution to this dilemma is proposed in our copending European Patent Application EP03101666.0.

Summary of the Invention

The present invention provides an.inlet former for a surface drainage system, the inlet former comprising a longitudinal slot that lies in use in a surface to be drained and a conduit via which liquid can drain in use from the surface through the former, wherein the former comprises one or more transverse openings into which a material in which the former is embedded in use can extend from either side of the former to form a structural bridge member.
By enabling the material in which the inlet former is embedded to bridge the structure of the former in this manner, the cantilevered slabs of the conventional linear drainage systems are no longer present. The load of and on the surface material is borne principally by the bridge members as opposed to the inlet former or any underlying structure associated with the installed drainage system.
Unlike our previous solution described in the copending application mentioned above, the present invention provides a discrete inlet former which may, but need not be, used in conjunction with an underground drainage channel. The inlet former may be used, for example, to drain water (or other liquid) from a surface into any other form of underlying, manmade or even natural void.
In preferred embodiments, the present invention may be configured to provide a linear surface drainage system. Alternatively, the present invention may be configured to provide a point drainage system.
Preferably the or each transverse opening may provide a continuous passage though the former from one side to the other, such that the material in which the former is embedded extends through the opening from one side of the former to the other to form the structural bridge.
Alternatively, the structural bridge may be formed by the material in which the former is embedded extending from either side of the former into opposed, blind transverse openings, the openings being separated by a wall that is substantially incompressible in the lateral direction.
With this second arrangement the structural bridge that bears the load of the surface above is in effect formed from two structural props of the material in which the former is embedded and the separating wall against which they butt by way of face to face contact. As the wall is substantially incompressible in the lateral direction, force is transmitted between the two material props without exerting any substantial loading on the inlet former itself or any underlying structure.
Although the inlet former may be provided as a multiple-part assembly, which may for example be assembled on site as it is installed, it is preferably formed as a unitary component that can be shipped and installed without the need for subsequent assembly. It will typically be formed in sections of easily manageable lengths which can be used alone, in combination but spaced apart, or butted against one another to form a substantially continuous slot inlet comprising multiple sections. The easily manageable lengths may consist of section lengths of 1 to 2 metres, however, if the site for the system has sufficient handling capabilities, longer lengths of section may be used.
Particularly where the surface in which the inlet former is installed is porous to some extent, it may be desirable for the inlet former to include one or more side inlet openings that allow liquid to drain into the inlet former from one or both of its sides.
It will also be desirable in some cases for the inlet former to comprise a filter mounted within the inlet slot to prevent the ingress of large solid objects that might cause a blockage in the inlet former or other elements of a drainage systems with which it is used.
The invention also provides a linear surface drainage system comprising an inlet former as set forth above and a longitudinal channel, which in use underlies the inlet former and is in fluid communication with the former in order that fluid can drain through the former into this underlying channel.
The invention also provides a point drainage system comprising an inlet former as set forth above and a chamber, which in use underlies the inlet former and is in fluid communication with the former in order that fluid can drain through the former into this underlying chamber.
In another aspect, the invention provides a surface drainage installation comprising an inlet former as set forth above installed in a surface to be drained and a void underlying the inlet former into which fluid can drain through the former.
The void may be provided by an underlying channel. Alternatively, it may simply be an area intended to catch and store drained liquid for later removal, e.g. by allowing the liquid to leach out from this area. Particularly where there is no channel used, it may be preferred that the void is filled with a high void material (i.e. a structural material having large, interconnecting voids within it).
The invention also provides a drainage installation comprising an inlet former as set forth above installed in a surface to be drained at the bottom of a gully in the surface. The gully can be pre-formed or formed on site or otherwise. Alternatively the installation may be formed at the base of a slip-formed channel located in the surface to be drained.

Brief Description of the Drawings

The invention is described below, by way of example, with reference to the accompanying drawing in which:
Figure 1 illustrates a perspective view of an inlet former section according to an embodiment of the present invention;
Figure 2 illustrates a magnified view of an end of the inlet former section shown in fig.1;
Figure 3 shows a cross section of the inlet former section of figs. 1 and 2;
Figure 4 shows a cross section of an inlet former section having a non-continuous structural bridge member;
Figure 5 shows a cross section of the inlet former section having alternative top edges;
Figure 6 illustrates a perspective view of the installation laid in use laid over a high-void material;
Figure 7 shows a cross section of the installation shown in fig.6;
Figure 8 illustrates a perspective view of the installation laid in communication with a pipe;
Figure 9 shows an exploded view of the installation shown in fig.8;
Figure 10 illustrates a perspective view of the installation having a non-continuous structural bridge member laid in communication with a pipe; and
Figure 11 shows an exploded view of the installation shown in fig.10.

Description of an Embodiment

With reference to figs. 1 to 3, an inlet former section for a linear drainage system in accordance with an embodiment of the present invention will be described.
The main structure of the inlet former 1 is provided by two side walls 2, 2', both of which are flanged at top edges and bottom edges to form outwardly extending lips 3, 3', 4, 4' respectively. The walls 2, 2' are spaced laterally from one another and joined by tubular cross-members 5. These tubular elements also form openings that extend through the inlet former from one lateral side to the other.
At their upper end, the spaced walls define a longitudinal slot 6 designed, in use, to collect water from a surface in which the inlet former is installed.
The lower ends of the walls are spaced further from one another than the upper ends, so that the channel they define flares downwardly. This helps to prevent any solid material that enters through the slot becoming wedged in this channel.
A filter member 7, in this example a mesh material, is mounted within the channel, supported by the tubular cross-members 5. This filter serves to prevent large solid objects passing though the inlet former. It is designed to be removable through the slot at the upper end of the former for cleaning.
The spaces within the former defined between the walls and the tubular cross-members serve as conduits through which liquid that drains into the slot can pass through the inlet former out of its lower end.
Each of the former walls also has a series of side inlet openings 8 spaced along their length, between the tubular cross-members. These allow water to drain into the channel defined by the walls from either side of the inlet former.
The walls of the inlet former 1, the tubular cross-members 5 and the filter member 6 may be formed of any of a number of appropriate materials including, for example sheet metal (e.g. steel), cast metal (e.g. iron), any other variety of plastics materials or a combination of these materials.
The inlet former may be manufactured as a single section or as a number of separate components to be assembled post-manufacture. For example, each wall of the former may be manufactured as a separate component formed integrally with a portion or complete ones of the tubular cross-members. As noted above, the filter member 6 will normally be a separate component in order that it can be removed if desired.
End caps 9 may be provided to seal the open ends defined by the space between the former walls. These also allow the length or effective length of the former to be adjusted depending on the site requirements.
Fig.4 illustrates an alternative embodiment in which the passage through the former 1 provided by the tubular elements 5 may be interrupted by a vertical plate 10, creating two opposed, blind lateral openings having face to face contact, one opening to either side of the former.
Fig. 5 shows a former 1 having a rolled edge 11, 11' which may be used when the former is for use with asphalt and/or block surfacing materials.
Referring to figs. 6 and 7, an exemplary linear drainage installation employing the inlet former of figs. 1 to 3 is now described.
A void is formed (e.g. excavated) in the ground in the area that is to be drained. In this example, the void in the ground is lined with a water permeable material, such as a geotextile material, that allows water to pass in a controlled fashion from within the void to the surrounding ground.
The void itself is filled with a high void material 12. Examples of appropriate materials include STORMCELL™ provided by Hydro International plc
A slab surface material 13 e.g. of concrete, is laid over the underlying ground and the void. The inlet former 1 is embedded in the slab with its upper end level with the surface of the slab and its lower end opening into the high void material. In this manner a slot drain is formed in the surface, water draining from the surface through the inlet former into the high void material below.
When there is, for example, rainfall of high intensity, the rainwater will drain quickly through the slot 6 into the high void material 12 and then, over a period of time, soak away through the geotextile material into the surrounding ground. Alternatively the geotextile material could be impermeable for deliberate water retention.
On installation, the inlet former is located above the underground void and secured in place by some suitable means. For example, the broad flanges 2, 2' at the lower end of the former walls can be used to secure the former in place (alternatively, in place of such flanges, a series of broad feet might be provided). The surface slab material 13 (e.g. concrete) is then poured to form the surface and embed the inlet former within it. The surface material flows through the tubular cross-members 5 of the inlet former to create structural bridges which serve to support the slab to either side of the inlet former, alleviating loading on the inlet former and the underlying high void material.
As will be appreciated by the skilled person, the embodiment described above is given by way of example and the invention is not limited to that which has been specifically described. For instance, other installations employing embodiments of the inlet former of the invention may use an underground drainage channel in place of the high void material. In such cases the inlet former can be adapted to be secured to an inlet opening of the channel.
Indeed figs. 8 and 9 illustrate an inlet former 1 in combination with an underlying pipe 14. The pipe is provided with cut outs 15 which can be aligned with the location of the conduits in the former defined between the walls 2, 2' and the tubular cross-members 5 to permit the passage of liquid into the slot and down into the pipe via the conduit.
The pipe 14 may be made from any suitable rigid or strengthened material, but preferably is made from corrugated steel, spirally wound steel, a plastic material or concrete.
Figs. 10 and 11 also illustrate an inlet former 1 in combination with an underlying pipe 14. The pipe is provided with cut outs 15 which can be aligned with the location of the conduits in the former 1 defined between the walls 2, 2' and tubular cross-members 5 to permit the passage of liquid into the slot and down into the pipe via the conduit. As shown, the tubular elements 5 are interrupted by a vertical plate 10, creating two opposed, blind lateral openings having face to face contact, one opening to either side of the former.

Claims

An inlet former comprising a longitudinal slot that lies, in use, in a surface to be drained and a conduit via which liquid can drain, in use, from the surface through the former, wherein the former comprises one or more transverse openings into which a material in which the former is embedded, in use, can extend from one or both sides of the former to form a structural bridge member.
An inlet former as claimed in Claim 1, wherein the inlet former is configured for point drainage.
An inlet former as claimed in Claim 1, wherein the inlet former is configured for linear drainage.
An inlet former as claimed in any one of the preceding claims, wherein the transverse opening or at least one of the transverse openings provides, in use, a continuous passage from one side of the former to the other.
An inlet former as claimed in any one of Claims 1 to 3, wherein the transverse opening or at least one of the transverse openings is divided by a wall that is substantially incompressible in the lateral direction.
An inlet former as claimed in Claim 5, wherein the wall is located substantially centrally of the inlet former.
An inlet former as claimed in any one of the preceding claims, wherein the inlet former is unitary.
An inlet former as claimed in any one of the preceding claims, wherein the inlet former has one or more side inlet openings.
An inlet former as claimed in any one of the preceding claims, wherein a filter is mounted, in use, in the inlet former.
An inlet former substantially as herein described with reference to any one of the embodiments shown in the accompanying drawings.
A drainage system comprising an inlet former as claimed in any one of the preceding claims and a void underlying the inlet former, in use, for receiving fluid from the inlet former.
A drainage system as claimed in Claim 11, wherein the void is a gully.
A drainage system as claimed in Claim 12, wherein the void is filled with a high void material.
A drainage system as claimed in Claim 13, wherein the high void material is a geotextile:
A linear surface drainage system comprising an inlet former as claimed in any one of Claims 1 to 10 and a longitudinal channel, which, in use, underlies the inlet former and is in fluid communication with the former in order that fluid can drain through the former into this underlying channel.
A point drainage system comprising an inlet former as set forth above and a chamber, which, in use, underlies the inlet former and is in fluid communication with the former in order that fluid can drain through the former into this underlying chamber.
A drainage system substantially as herein described with reference to any one of the embodiments shown in the accompanying drawings.