Patent US5030343A successfully refreshed from Google Patents.
US5030343A
Expired / Lapsed
US
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Drainage cell
Assignee: Individual
•
Filing: 1987-04-08
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Granted: 1991-07-09
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Expires: 2007-04-08
Abstract
Abstract A rigid cell-like structure primarily for use under gardens and roads where it is required to provided good drainage; the cell comprising two substantially parallel perforate planar surfaces maintained in a fixed spaced relationship from each other by means of a plurality of spacer members; the perforate nature of both surfaces and the disposition of spacer members being such that gases or liquids may freely pass through the composite structure around the spacer means in any direction.
Inventors
- 👤 Humberto Urriola
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-07 17:47
CPC Classifications
E; E02; E02B; E02B11/00; E01; E01F; E01F5/00
Claims Analysis
Total Claims: 13
Claim 1
Independent Claim
145 words
A drainage cell permitting the drainage of large volumes of liquids from adjacent layers supported thereon, which comprises a rigid, unitary structure incorporating: (a) first and second substantially parallel, load-bearing surfaces for supporting layers requiring drainage, said surface comprising individual perforate portions having substantially equal areas which, in the aggregate, comprise at least 40% of the total area of said surfaces; and (b) a plurality of rigid spacer members maintaining said surfaces in fixed, spaced relation relative to one another; the perforate nature of said surfaces and the disposition of the spacer members being such that either one of the perforate planar surfaces has a load bearing capacity of at least 20 kg/m 2 when the opposing perforate planar surface is supported by a rigid planar surface, and gases or liquids may freely pass through the composite structure around the spacer members in any direction.
Claim 2
Dependent Claim
145 words
A drainage cell permitting the drainage of large volumes of liquids from adjacent layers supported thereon, which comprises a rigid, unitary structure incorporating: (a) first and second substantially parallel, load-bearing surfaces for supporting layers requiring drainage, said surface comprising individual perforate portions having substantially equal areas which, in the aggregate, comprise at least 40% of the total area of said surfaces; and (b) a plurality of rigid spacer members maintaining said surfaces in fixed, spaced relation relative to one another; the perforate nature of said surfaces and the disposition of the spacer members being such that either one of the perforate planar surfaces has a load bearing capacity of at least 20 kg/m 2 when the opposing perforate planar surface is supported by a rigid planar surface, and gases or liquids may freely pass through the composite structure around the spacer members in any direction.
Claim 3
Dependent Claim
52 words
A structure in accordance with claim 1 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 perforate planar members adjacent the corners of such parallelogram shaped load bearing sections and perforate areas.
Claim 4
Dependent Claim
28 words
A structure in accordance with claim 1 wherein all perforate areas of one perforate surface are out of register with the perforate areas of the opposing perforate surface.
Claim 5
Dependent Claim
44 words
A structure in accordance with any claim 1 where at least one of the planar perforate surfaces includes upon its internally facing side a plurality of low upstanding walls extendings between adjacent spacer members defining shallow areas adapted to trap small quantities of liquid.
Claim 6
Dependent Claim
51 words
A structure in accordance with claim 1 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 least twenty kilograms per square metre when the opposing perforate planar surface is supported by a rigid planar surface.
Claim 7
Dependent Claim
51 words
A structure in accordance with claim 1 wherein the cell structure is of adequate strength to ensure that either one of the perforate planar surfaces has a load bearing capability of up to 90,000 kilograms per square meter when the opposing perforate planar surface is supported by a rigid planar surface.
Claim 8
Dependent Claim
39 words
A rigid cell structure in accordance with claim 1 wherein there is a regular pattern of shallow tongues and grooves along the peripheral edges of the element to allow the elements to be interlocked when asembled into a mat.
Claim 9
Dependent Claim
62 words
A structure in accordance with claim 1 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 adjacent the corners of such square sections to form bridges between the adjacent load-bearing sections and thereby ensure a coherent rigid structure.
Claim 10
Dependent Claim
25 words
A structure in accordance with claim 1 wherein the spacer members are columnar in configuration and disposed substantially normally to the two parallel perforate surfaces.
Claim 11
Dependent Claim
50 words
A structure in accordance with claim 1 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 perforated planar members adjacent the corners of such parallelogram shaped load-bearing sections and perforate areas.
Claim 12
Dependent Claim
28 words
A structure in accordance with claim 1, futher including a plurality of bracing walls on at least one of said load-bearing surfaces and extending between adjacent space members.
Claim 13
Dependent Claim
55 words
A structure in accordance with claim 1 wherein the perforations in the load bearing surfaces are offset from one another and the spacer members are joined to the surfaces adjacent the edges of the perforations in order that gases or liquids may freely pass through the composite structure around the spacer members in any direction.
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USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1994-07-08 | 1995-01-07 | 1995-07-09 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1998-07-08 | 1999-01-07 | 1999-07-09 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 2002-07-08 | 2003-01-07 | 2003-07-09 | $7700.00 | Window Closed / Lapsed |