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US5544976A Expired / Lapsed US ⏱️ 0.0 years remaining

Puncture protection geo mat for a landfill system

Assignee: Individual
•
Filing: 1994-01-03
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Granted: 1996-08-13
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Expires: 2014-01-03
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Abstract

Abstract A landfill system and puncture protection mat which overlies a geomembrane of the landfill system are disclosed. The puncture protection mat comprises a composite mat having a geotextile fabric layer bonded to an extruded thermoplastic rubber layer. Preferably, rubber particles formed from recycled vehicle tires are compounded with a thermoplastic in the extruded layer. With the thermoplastic rubber layer contacting the geomembrane, the bonded geotextile fabric faces upward in the landfill excavation to protect the geomembrane against puncture from rocks, sticks, metal, and other solid wastes placed in the landfill.

Inventors

  • 👤 Charles W. Marchbanks

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-07 11:11
CPC Classifications
B; B32; B32B; B32B27/00; B32B27/12; B32B27/18; B32B27/32; B32B5/00; B32B5/02; B32B5/022; E; E02; E02D; E02D31/00; E02D31/002; E02D31/004; B32B2262/00; B32B2262/02; B32B2262/0253; B32B2262/0276; B32B2264/00; B32B2264/02; B32B2264/0207; B32B2272/00; B32B2307/00; B32B2307/50; B32B2307/54; B32B2307/70; B32B2307/718; B32B2309/00; B32B2309/08; B32B2309/10; B32B2309/105

Claims Analysis

Total Claims: 20
Claim 1
Independent Claim 99 words
A composite geo mat for overlaying and protecting a geomembrane lining in a landfill system from puncture comprising: a first layer including geotextile fabric; an extruded composition forming a second layer, said composition of said second layer includes rubber compounded with a thermoplastic polymer, said second layer overlaying and bonding with said first layer to form an integral composite geomat having a total thickness in the range of 200-300 mils with said second layer having a thickness of about 30% to 60% of said total thickness; said geomat having sufficient puncture resistance to independently protect said geomembrane from puncture.
Claim 2
Dependent Claim 99 words
A composite geo mat for overlaying and protecting a geomembrane lining in a landfill system from puncture comprising: a first layer including geotextile fabric; an extruded composition forming a second layer, said composition of said second layer includes rubber compounded with a thermoplastic polymer, said second layer overlaying and bonding with said first layer to form an integral composite geomat having a total thickness in the range of 200-300 mils with said second layer having a thickness of about 30% to 60% of said total thickness; said geomat having sufficient puncture resistance to independently protect said geomembrane from puncture.
Claim 3
Dependent Claim 21 words
The mat of claim 1 wherein said second layer includes a performance additive for increasing the tensile strength of said mat.
Claim 4
Dependent Claim 14 words
The mat of claim 2 wherein said performance additive includes an ethylene vinyl acetate.
Claim 5
Dependent Claim 16 words
The mat of claim 1 wherein said rubber particles include recycled rubber particles from vehicle tires.
Claim 6
Dependent Claim 21 words
The mat of claim 1 wherein said composite mat has a puncture resistance in a range of 250 to 400 pounds.
Claim 7
Dependent Claim 127 words
A landfill system which includes an excavation having an earth floor and sidewalls comprising: a geomembrane lining overlying said excavation floor and at least a portion of said sidewalls; a puncture resistant mat generally co-extending and overlying said geomembrane; said puncture resistant mat being composed of a first layer which includes a geotextile fabric and a second layer which includes an extruded thermoplastic rubber layer, said first and said second layers being bonded together to form an integral composite puncture resistant mat having a total thickness in the range of 200-300 mils with said second layer having a thickness of about 30% to 60% of said total thickness; and said integral composite puncture resistant mat having sufficient puncture resistance to independently protect said geomembrane lining from puncture.
Claim 8
Dependent Claim 127 words
A landfill system which includes an excavation having an earth floor and sidewalls comprising: a geomembrane lining overlying said excavation floor and at least a portion of said sidewalls; a puncture resistant mat generally co-extending and overlying said geomembrane; said puncture resistant mat being composed of a first layer which includes a geotextile fabric and a second layer which includes an extruded thermoplastic rubber layer, said first and said second layers being bonded together to form an integral composite puncture resistant mat having a total thickness in the range of 200-300 mils with said second layer having a thickness of about 30% to 60% of said total thickness; and said integral composite puncture resistant mat having sufficient puncture resistance to independently protect said geomembrane lining from puncture.
Claim 9
Dependent Claim 19 words
The system of claim 6 wherein said second layer is composed of rubber particles compounded with a thermoplastic polymer.
Claim 10
Dependent Claim 19 words
The system of claim 7 wherein said second layer includes a performance additive composed of an ethylene vinyl acetate.
Claim 11
Dependent Claim 16 words
The system of claim 7 wherein said rubber particles include recycled rubber particles from vehicle tires.
Claim 12
Dependent Claim 21 words
The system of claim 6 wherein said composite mat has a puncture resistance in a range of 250 to 400 pounds.
Claim 13
Dependent Claim 19 words
The system of claim 6 wherein said mat includes an embossed, exterior friction surface for fictionally engaging said geomembrane.
Claim 14
Independent Claim 97 words
A method of protecting a geomembrane lining in a land fill system against puncture comprising: forming a multi-layer puncture protection mat by providing a first layer comprising a textile fabric and extruding a second layer comprising a thermoplastic rubber combined with a performance additive onto said first layer; forming said composite puncture resistant multi-layer mat to have a total thickness of about 200-300 mils with said second layer having a thickness of about 30% to 60% of said total thickness; and providing said protection against puncture by overlaying said geomembrane with said composite puncture resistant multilayer mat.
Claim 15
Independent Claim 97 words
A method of protecting a geomembrane lining in a land fill system against puncture comprising: forming a multi-layer puncture protection mat by providing a first layer comprising a textile fabric and extruding a second layer comprising a thermoplastic rubber combined with a performance additive onto said first layer; forming said composite puncture resistant multi-layer mat to have a total thickness of about 200-300 mils with said second layer having a thickness of about 30% to 60% of said total thickness; and providing said protection against puncture by overlaying said geomembrane with said composite puncture resistant multilayer mat.
Claim 16
Dependent Claim 35 words
The method of claim 12 including providing said puncture protection mat in the form of a geotextile fabric having an extruded layer laminated onto said geotextile fabric wherein said extruded layer includes recycled rubber particles.
Claim 17
Dependent Claim 20 words
The method of claim 12 including placing said puncture protection mat overlying said geomembrane with said geotextile fabric facing up.
Claim 18
Dependent Claim 22 words
The method of claim 12 comprising the step of including recycled vehicle tire rubber in said extruded layer as dispersed rubber particles.
Claim 19
Dependent Claim 18 words
The method of claim 12 comprising including one of a polypropylene and polyester fibers in said geotextile fabric.
Claim 20
Dependent Claim 22 words
The method of claim 12 including welding a plurality of said mats together to provide a composite covering to overlie said geomembrane.

References Cited (Backward Citations)

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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) 1999-08-13 2000-02-12 2000-08-13 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 2003-08-13 2004-02-12 2004-08-13 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 2007-08-13 2008-02-12 2008-08-13 $7700.00 Window Closed / Lapsed

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