AU593085B2

AU593085B2 - Drainage cell

Info

Publication number: AU593085B2
Application number: AU70742/87A
Authority: AU
Inventors: Humberto Urriola
Original assignee: Individual
Current assignee: Individual
Priority date: 1986-04-09
Filing date: 1987-03-27
Publication date: 1990-02-01
Anticipated expiration: 2007-03-27
Also published as: AU7074287A

Description

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PATENTS ACT 1952 593085 P/00/0 11 Form COMPLETE SPECIFICATION (ORIGINAL)

PATEN

FOR OFFICE USE w Short Title: Int. Cl: Application Number: Lodged: 707 4-Z/97 Complete Specification-Lodged: Accepted: Lapsed: Published: Priority: *-.Related Art: amendment, made unda Section 49.

lme of Applicant: Address of Applicant: TO BE COMPLETED BY APPLICANT URRIQIA, Hurberto 55 Romney Road, St. Ives, New Southa Wales, 2075, Australia *Aeqttal Inventor Address for Service: URRIOLA, I-Lumber to BAR'ERI BLENKINSHIP ASSOCIATES, P.O. Box 34, Chatswood, Complete Specification for the invention enititled.. DRAINAGE CELL (e The following statement is a full description of this Invention, including the best method of performing it known to me:width, on tough white paper of good quality and It is to be inserted inside this formn 14599170-L rnritcuoyCi. tHOMIPSON.%-uMMOnWe&itnjovemmentrnnterl"-qvcffa L1A a.

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ai It r *r a a a I I I Ir -2- The present invention relates to the provision of adequate drainage by artificial means and has particular application in the area of landscape gardening.

Known methods of draining relatively large surface areas where the funnelling of water directly into narrow diameter pipes is impractical or impossible involve the use of a layer of stone or gravel capable of supporting the surface to be drained.

Water from this "gravel" layer may then be allowed to percolate into the ground below, follow the lie fo the land through said gravel to further conventional drainage channels or pipes or otherwise evacuated. In the case of a roof-top garden for example a concrete roof-top may be provided with a water impervious membrane opening into conventional channels, gutters or drains; a layer of pebbles may the be provided over such membrane followed by a filter membrane over such layer of pebbles over which filter membrane a layer of soil is laid in which vegetation may be grown.

The filter membrane prevents the soil clogging the layer of pebbles tfrxey preventing drainage; the layer of pebbles facilitates drainage of the soil and hence adequate oxygen for the roots of 20 vegetation. The lower impervious membrane in turn prevents the ingress of moisture to the building or structure below.

Such a system as lastmentioned involving pebbles, gravel or stone has been found to have various defects particularly in roof-top applications. The lastmentioned conventional system may be expensive insofar as stones or pebbles are heavy thus presenting transportation problems to high or inaccessible locations,

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W j Pr~ c- 't d\ i -3the weight also may dictate otherwise unnecessary reinforcement of the supporting structure. It has been further found that where a water impervious membrane is employed below a layer of pebbles the pebbles often breach the water right integrity of such membrane due to sharp edges and/or excessive weight. The conventional system as lastmentioned furthermore makes no provision for the deployment of conduits for water or power through the drainage area particularly where such conduits are. to be :I 10 laid after the drainage system is in existence. The present invention seeks to ameliorate one or more of the lastmentioned disadvantages with the prior art or at least I provide the consumer with a choice.

According to the present invention there is provided S" 15 a rigid cell structure comprising a first and second substantially parallel perforate planar members maintained in a fixed spaced relationship from each other by means of a S. plurality of spacer members; the perforations in the planar members comprising at least 40% of their surface area and all areas between perforations being adapted for load bearing at a loading of at least 20 kilograms per square metre; the perforate nature of both surfaces and the g' *disposition of spacer members being such that gases or liquids may freely pass through the composite structure around the spacer means in any direction.

The present invention also teaches a method of Tr i4 C 4 0e 4 4 -4providing drainage utilising the lastmentioned apparatus.

In addition to roof-top garden applications it is envisaged that the invention may be of use to provide drainage under roadways, under embankments and elsewhere where surface erosion would otherwise be a problem.

One example of an article in accordance with the present invention will now be described with reference to the accompanying drawings wherein: Figure 1 is a part perspective view of a cell in 10 accordance with the present invention; Figure 2 is a further part perspective view of the cell of figure 1.

Figure 3 is a side elevation of the cell depicted in figures 1 and 2.

15 Figure 1 depicts a drainage cell comprising a first planar perforate surface 1 and a second planar perforate surface 2 maintained in parallel spaced relationship to each I other by a plurality of upright spacer members 3.

The nature of perforations in the embodiment of figures S" 20 1 and 2 may best be observed from F; ure 2 which clearly depicts substantially square perfo..e areas 4 in the first i planar surface 1. It will be noted that the square perforate areas are interposed with substantially square load bearing sections 5 such that the resulting configuration of the first planar surface 1 is checkered. In this embodiment the second perforate planar surface is of S| i i V, the same configuration as the first perforate planar surface except that the square perforate sections are out of register with each other such that directly beneath each square perforate section of the first perforate planar surface lies a square load bearing section of the second planar perforate surface.

It will be appreciated that a configuration as above described results in planar surfaces having approximately fifty per cent of their surface area devoted to perforations I and the remaining fifty per cent devoted to a surface which is capable of load bearing. In say a roof-top application where a membrane may be employed above the cell adjacent the b .first perforate planar surface and possibly additionally beneath the cell it is important that the load bearing surfaces comprise a significant proportion of the planar surfaces in order that loads may be distributed. If this were not the case then the cell might perforate adjacent membranes thereby destroying their effectiveness. Where the cell is laid directly for example on a bitumenised roof (not shown) this feature is particularly important as it would not be appropriate for the spacer members 3 to bear directly -4 *44* on the bitumenised surface thereby allowing perforation of the bitumenised surface when a load was applied to the upper i surface of the cell.

It will be appreciated that the spacer members 3 are rectangular in configuration and are (when viewed in ff'I 1 '4 1 1 'i OF iC 777 v- .~iv -~i ii II~~ 6 e u 85 S 4* 4 4 44.

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S *4 S J 4 6

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44 C S Si 4 4 S 44 transverse section) oriented diagonally of the square pattern associated with the planar surfaces so that the ends of such spacer members 6 form bridges between adjacent load bearing surfaces thereby tying in adjacent load bearing surfaces to each other and ensuring a coherent rigid structure.

Some bracing of the spacer members 3 is achieved by low upstanding walls 7 inwardly directed from the planar perforate surfaces running between adjacent spacer members 10 and extending along the edges defining the square load bearing surfaces.

It will be noted that these small upstanding walls 7 define shallow areas 8 which are capable of holding small amounts of pooled liquid. This is an important feature where the cell is used for drainage of say a roof-top garden as during periods where no water flow is present the water in such areas may evaporate thereby assisting to maintain the roots of any plants or grass above the drainage cell in a moist condition condusive to plant life.

Whilst it is envisaged that the primary function of the drainage cell will be to accept water through its first and upper perforate planar surface and to allow free percolation of the water through the cell towarads a drain (not shown) beneath the cell it should be appreciated that the cell additionally assists in maintaining oxygen adjacent the roots of any plants above the upper planar surface. It fi^ftr -fjini~iim^ 7 0 0* 0 0 0*0o 0 0000 *0 0* f. 000 011

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i e F should be noted that the nature of the spacer members permits free flow of water and oxygen in any horizontal direction within the cell and therefore it is usually not necessary to orient the cell in any particular direction with respect to the fall of the surface over which it is installed. The relatively open nature of the area between the two planar surfaces additionally may provide space through which conduits amy be passed for various services which may be associataed with a building.

Lines 8 depicts the possible directions for flow of water entering the upper surface of the cell and flowinig through the cell. The cell may advantageously be fabricated from one of a number of plastic materials in a unitary configuration and in this regard polypropelyene has been found to be appropriate.

The multiplicity of spacer members 3 together with walls 7 results in a relatively rigid structure which is capable of supporting substantial loads and for example where the spacer members are approximately thirty millimetres in length and three millimetres by three millimetres in cross-section the load bearing capabilities of the upper planar surface where the lower planar surface is supported on a concrete slab is approximately 38,000 kilograms per square metre. A range of load bearing capabilities from 15,000 to 90,000 kilograms per square metre would however be acceptable and feasible for a product as above described t 1 i ;:i

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;2 'f'B i 113 -8having regard to presently comtemplated uses.

The embodiment of figure 1 is approximately three hundred millimetres by three hundred millimetres square and in order to cover a large surface a number of drainage cells may be laid beside each other.

It should be appreciated that the present invention provides a light drainage cell which permits large volumes of water to be drained beneath a variety of surfaces and may furthermore enhance growth of vegetation above the cell.

Although it is not depicted herein those skilled in the art of drainage will note that a filter membrane should be utilised above a cell in accordance with the present invention due to the large apertures in the upper perforate planar surface and in this regard "terraferma" brand 15 polyester membranes are appropriate.

5 From figure 2 it may be observed that the edges of the drainage cell are not perfectly straight but comprise a I ;series of tongues 10 and grooves 11. These tongues and a grooves in the edges of one cell member facilitate a fairly side by side so as to form a large mat. This is due to the fact that the tongues 10 of one cell will fit into the grooves 11 of an adjacent cell thereby preventing relative horizontal movement between adjacent cells provided they are urged towards each other.

1 ATED-tfh-s-th day of JulyHUMBERTO imURILA- -rr

Claims

2. A structure in accordance with claim 1 wherein each spacer member adjoins at each end wall members in turn adjoining the ends of adjacent spacer members; the rforientation of the walls being perpendicular to the Splane of the parallel members and to the longitudinal axis f the spacer mcmbers; the walls thereby serving to brace the entire structure and assist in transferring local stresses throughout the structure.
3. A structure in accordance with any one of the preceding paclaims wherein at least twenty per cent of the total surface area of the planar surfaces is adapted to 25 support a load. 20t rc h niestutr n siti tasern oa tess hogottesrcue i 10
4. A structure in accordance with claim I wherein the spacer members are columnar in configuration and disposed substantially normally to the two parallel perforate surfaces.
5. A structure in accordance with any one of the preceding claims wherein the perforate areas are formed as parallelograms interposed with load bearing sections of like configuration and dimensions in a checkered configuration; the spacer members being joined to the 10 perforate planar members adjacent the corners of such parallelogram shaped load bearing sections and perforate areas. Sa t o6. A structure in accordance with any one of the preceding claims wherein the perforate areas are of a substantially square configuration interposed with substantially square load bearing sections of similar dimensions in a checkered configuration; the spacer members being joined to the perforate planar members the corners of such square sections.
7. A structure in accordance with any one of the preceding claims wherein all perforate areas of one perforate surface are out of register with the perforate areas of 4t S'the opposing perforate surface.
8. A structure in accordance with any one of the preceding claims where at least one of the planar perforate surfaces includes upon its internally facing side a plurality of low upstanding walls extending between adjacent spacer members defining shallow areas adapted to trap small quantities of liquid.
9. A structure in accordance with any one of the preceding claims wherein the cell structure is of adequate strength to ensure that either one of the perforate planar surfaces has a load bearing capacity of at le~ast twenty kilograms per square metre when the opposing perforate planar surface is supported by a rigid planar 9: 10 surface. A structure in accordance with any one of the preceding claims wherein the cell structure is of adequate strength to ensure that eigher one of the perforate planar surfaces has a load bearing capability of between 15,000 andk 90,000 kilograms per square metre when the opposing perforate planar surface is supported by a rigid planar surface.
11. A rigid cell structure in accordance with any one of the preceding claims wherein there is a regular pattern of shallow tongues and grooves along the peripheral edges of the structure to allow the structure to be interlocked when assembled into a mat.
12. 'A structure substantially as hereinbefore described with reference to the accompanying drawings.L C*114a) Rc