Base for turf system with vertical support extensions at panel edges

Information

  • Patent Grant
  • 10060082
  • Patent Number
    10,060,082
  • Date Filed
    Wednesday, May 18, 2016
    8 years ago
  • Date Issued
    Tuesday, August 28, 2018
    6 years ago
Abstract
An underlayment layer is configured to support an artificial turf assembly. The underlayment layer comprises plurality of panels, each panel comprising a core with a top side and a bottom side. The top side has a plurality of top projections. The top projections form top side water drainage channels. The panels have edges, with the edges of one panel abutting the edges of adjacent panels, thereby forming a drainage path between adjacent panels. The panel edges have vertical support extensions that extend into the drainage paths between adjacent panels. The vertical support extensions have an upper surface for supporting an artificial turf assembly overlying the turf underlayment layer, and the panel edges having one or more complementary indentations corresponding to vertical support extensions of adjacent panels. When the panels move toward each other, thereby closing drainage paths between adjacent panels, the vertical support extensions are received in the corresponding indentations.
Description
CROSS-REFERENCE TO RELATED APPLICATIONS

None


TECHNICAL FIELD

This invention relates in general to artificial turf systems of the type used in athletic fields, ornamental lawns and gardens, and playgrounds.


BACKGROUND OF THE INVENTION

Artificial turf systems are commonly used for sports playing fields and more particularly to form artificial playing fields. Artificial turf systems can also be used for synthetic lawns and golf courses, rugby fields, playgrounds, and other similar types of fields or floor coverings. Artificial turf systems typically comprise a turf assembly and a foundation, which can be made of materials such as asphalt, graded earth, compacted gravel or crushed rock. Optionally, an underlying resilient base or underlayment layer may be disposed between the turf assembly and the foundation. The turf assembly is typically made of strands of plastic artificial grass blades attached to a turf backing. An infill material, which typically is a mixture of sand and ground rubber particles, may be applied among the vertically oriented artificial grass blades, typically covering the lower half or two-thirds of the blades.


SUMMARY OF THE INVENTION

This invention relates to a turf underlayment layer configured to support an artificial turf assembly. The underlayment layer comprises a plurality of panels, each panel comprising a core with a top side and a bottom side. The top side has a plurality of top projections. The top projections form top side water drainage channels. The panels have edges, with the edges of one panel abutting the edges of adjacent panels, thereby forming a drainage path between adjacent panels. The panel edges have vertical support extensions that extend into the drainage paths between adjacent panels. The vertical support extensions have an upper surface for supporting an artificial turf assembly overlying the turf underlayment layer, and the panel edges having one or more complementary indentations corresponding to vertical support extensions of adjacent panels. When the panels move toward each other, thereby closing drainage paths between adjacent panels, the vertical support extensions are received in the corresponding indentations.


According to this invention, there is also provided a turf underlayment layer for supporting an artificial turf assembly. The turf underlayment layer includes a plurality of panels assembled together. Each panel includes a core, a top side having a plurality of projections, and a bottom side, the top projections forming top side water drainage channels. The panels have edges, with the edges of one panel abutting the edges of adjacent panels. The panel edges have a non-linear shape, with the non-linear shape of the panel edges being complementary to the non-linear, non-interlocking shape of adjacent panel edges. At least one of the panel edges has one or more drainage projections, the drainage projections spacing the abutting panel edges apart, with the resultant spacing of the edges of abutting panels forming a drainage path at the intersection of the abutting panels. The drainage paths are non-linear because of the non-linear shape of the panel edges.


According to this invention, there is also provided a turf underlayment panel suitable for assembly with additional turf underlayment panels to form a turf underlayment layer for supporting an artificial turf assembly. The turf underlayment includes a core, a top side having a plurality of top projections, and a bottom side, the top projections forming top side water drainage channels. The panels have edges, with the edges suitable for abutting the edges of adjacent panels, thereby forming a drainage path between adjacent panels. The edges of the panel have vertical support extensions that extend from the panel, the vertical support extensions having an upper surface for supporting an artificial turf assembly overlying the panel. At least one of the panel edges has one or more complementary indentations corresponding to vertical support extensions of adjacent panels, wherein when the panel is assembled with an adjacent panel, the vertical support extensions can be received in indentations in the adjacent panel.


Various aspects of this invention will become apparent to those skilled in the art from the following detailed description of the preferred embodiment, when read in light of the accompanying drawings.





BRIEF DESCRIPTION OF THE DRAWINGS


FIG. 1 is a schematic cross-sectional view in elevation of an artificial turf system.



FIG. 2 is a perspective view of a turf underlayment layer for supporting an artificial turf assembly.



FIG. 3 is a plan view of a portion of the turf underlayment layer of FIG. 2.



FIG. 4A is a perspective view of a portion of one of the panels.



FIG. 4B is a more detailed view of the panel of FIG. 4A.



FIG. 5 is a schematic elevational view of the vertical support extension of the panel in FIG. 4A, taken along line 5-5.



FIG. 6 is a schematic elevation view similar to that of FIG. 5, but showing a cantilevered vertical support extension.



FIG. 7 is a schematic elevation view similar to that of FIG. 6, but showing a tapered vertical support extension.



FIG. 8 is a plan view similar to that of FIG. 3, but showing a non-linear drainage channel.





DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT

The artificial turf system shown in FIG. 1 is indicated generally at 10. The turf system includes an artificial turf assembly 12, an underlayment layer 14 and a foundation layer 16. The foundation layer 16 can comprise a layer 18 of crushed stone or aggregate, or any other suitable material. Numerous types of foundation layers are known to those skilled in the art. The crushed stone layer 18 can be laid on a foundation base, such as compacted soil, a poured concrete base, or a layer of asphalt paving, not shown. Alternatively, the underlayment layer 14 may be applied over the asphalt or concrete base, omitting the crushed stone layer, if so desired. In many turf systems used for an athletic field, the foundation layers are graded to a contour such that water will drain to the perimeter of the field and no water will pool anywhere on the surface.


The artificial turf assembly 12 includes strands of synthetic grass blades 20 attached to a turf backing 22. An optional infill material 24 may be applied to the grass blades 20. The synthetic grass blades 20 can be made of any material suitable for artificial turf, many examples of which are well known in the art. Typically the synthetic grass blades are about 5 cm in length although any length can be used. The blades 20 of artificial grass are securely placed or tufted onto the backing 22. One form of blades that can be used is a relatively wide polymer film that is slit or fibrillated into several thinner film blades after the wide film is tufted onto the backing 22. In another form, the blades 20 are relatively thin polymer films (monofilament) that look like individual grass blades without being fibrillated. Both of these can be colored to look like blades of grass and are attached to the backing 22.


The backing layer 22 of the turf assembly 12 is typically water-porous by itself, but is often optionally coated with a water-impervious coating 26A, such as for example urethane, for dimensional stability of the turf. In order to allow water to drain vertically through the backing 22, optionally the backing can be provided with spaced apart holes 25A. In an alternative arrangement, the water impervious coating is either partially applied, or is applied fully and then scraped off in some portions, such as drain portion 25B, to allow water to drain through the backing layer 22. The blades 20 of grass fibers are typically tufted onto the backing 22 in rows that have a regular spacing, such as rows that are spaced about 2 centimeters to about 4 centimeters apart, for example. The incorporation of the grass fibers 20 into the backing layer 22 sometimes results in a series of spaced apart, substantially parallel, urethane coated corrugations or ridges 26B on the bottom surface 28 of the backing layer 22 formed by the grass blade tufts. Ridges 26B can be present even where the fibers are not exposed.


The optional infill material 24 of the turf assembly 12, when applicable, is placed in between the blades 20 of artificial grass and on top of the backing 22. If the infill material 24 is applied, the material volume is typically an amount that covers only a bottom portion of the synthetic grass blades 20 so that the top portions of the blades stick out above the infill material 24. The typical purpose of the optional infill material 24 is to add stability to the field, improve traction between the athlete's shoe and the play surface, and to improve shock attenuation of the field. The infill material 24 is typically sand 24A or ground up rubber particles or synthetic particulate 24B or mixtures of these, although other materials, including natural material, can be used.


When the backing layer 22 has holes 25A or a porous section 25B for water drainage, then some of the infill material 24 is able to wash or filter through the backing layer porous section 25B or the backing layer drainage holes 25A and onto the turf underlayment layer 14. This infill migration, or migration of the infill constituents, is undesirable because the depletion of the infill material 24 results in a field that doesn't have the initially designed stability and firmness characteristics. Excessive migration of the infill material 24, or the infill constituent components, to the turf underlayment layer 14 can create a hard layer which makes the whole turf system less able to absorb impacts.


The turf underlayment layer 14 is comprised of expanded polyolefin foam beads, which can be expanded polypropylene (EPP) or expanded polyethylene (EPE), or any other suitable material. The foam beads are closed cell (water impervious) beads. In one optional method of manufacture, the beads are originally manufactured as tiny solid plastic pellets, which are later processed in a controlled pressure chamber to expand them into larger foam beads having a diameter within the range of from about 2 millimeters to about 5 millimeters. The foam beads are then blown into a closed mold under pressure so they are tightly packed. Finally, steam is used to heat the mold surface so the beads soften and melt together at the interfaces, forming the turf underlayment layer 14 as a solid material that is water impervious.


Other methods of manufacture can be used, such as mixing the beads with an adhesive or glue material to form a slurry. The slurry is then molded to shape and the adhesive cured. The slurry mix underlayment may be porous through the material thickness to drain water away. This porous underlayment structure may also include other drainage features discussed below.


The final EPP material can be made in different densities by starting with a different density bead, or by any other method. The material can also be made in various colors. The resulting underlayment structure, made by either the steam molding or the slurry mixing processes, may be formed as a water impervious underlayment or a porous underlayment. These resulting underlayment layer structures may further include any of the drainage, deflection, and interlocking features discussed below.


In the embodiment illustrated in FIG. 2, the turf underlayment layer 14 is comprised of a plurality of underlayment panels 30A, 30B, and 30C. Though shown as three interlocked panels, it is to be understood that the underlayment layer 14 includes a sufficient number of panels to cover the desired area intended to be covered by the artificial turf surface system 10. Each of the panels has side edges 32A, 32B, 32C, and 32D. Side edges 32B and 32D have a cutout and tab configuration so that the panels 30A, 30B, and 30C can be mated and or interlocked together to form the underlayment layer 14. The side edges 32B and 32D optionally can be configured with dovetail shapes to form an interlocking structure, or can have any other suitable edge configuration. The side edges 32A and 32C are configured to be mated together to form drainage paths 39 when the panels are arranged into a turf underlayment layer 14. The panels 30A, 30B and 30C further have substantially planar major faces, i.e., top side 34 and bottom side 36. Between the top side 34 and the bottom side 36 is the core 35.


Optionally the bottom side 36 includes a plurality of bottom side drainage channels. Also, optionally, the underlayment panel 14 includes drain holes 37 connecting the top side water drainage channels to the bottom side water drainage channels for fluid communication between the panel top side 34 and bottom side 36.


As shown in FIG. 1, the underlayment layer panel includes top projections 15A and optional bottom projections 15B. The thickness of underlayment panel 14 is defined as the thickness of the core 35 of the panel plus the thickness of the top projections 15A plus the thickness of any bottom projections 15B. The top projections 15A support the overlying turf assembly 12 and also define top drainage channels for the flow of water across the panel 14.


As shown in FIGS. 2 and 3, where the edges of one panel, such as panel 30A, abut the edges of an adjacent panel, e.g. 30B, a joint or drainage path 39 is formed. One advantage of the drainage path 39 is to allow the passage of water from the top side 34 of the panel to the bottom side 36 of the panel. In order to prevent the sagging or depression of the turf assembly 12 into the trough or depression of the drainage path 39, vertical support extensions 40 are provided at the edges 32B and 32D of the panels. The vertical support extensions 40 hold up the overlying turf layer and prevent the possibility of having the overlying turf layer from sagging into the valley-like drainage path 39. The use of the vertical support extensions 40 avoids the situation where the outline or pattern of the drainage paths 39 is telegraphed onto the overlying artificial turf layer. The vertical support extensions 40 extend into the drainage paths 39 between adjacent panels.


As shown in FIGS. 4A and 4B, the vertical support extensions 40 have an upper surface 42 for supporting an artificial turf assembly 12 overlying the turf underlayment layer 14. This support for the artificial turf assembly substantially prevents sagging of the artificial turf assembly 12 into the drainage path 39. In order to accommodate thermal expansion and other forces that would tend to move adjacent panels 30A, 30B and 30C toward each other and would then trend to narrow the drainage paths, the panel edges have one or more complementary indentations 44 corresponding to vertical support extensions 40 of adjacent panels. As adjacent panels move toward each other, thereby closing drainage paths between adjacent panels, the vertical support extensions 40 are received in the corresponding indentations 44, and the vertical support extensions 40 substantially do not provide resistance to the movement of the panels toward each other. In the alternative, the vertical support extensions 40 and corresponding indentations 44 could be configured to provide a measured or planned amount of resistance to the movement of the panels toward each other. As can be seen in the embodiment shown in FIG. 3, at least one of the edges of the panels has both vertical support extensions 40 and indentations 44 in the same edge. It is to be understood that there does not need to be a 1 for 1 correspondence between the vertical support extensions and the indentations 44. Some of the vertical support extensions 40 may not have a corresponding indentation in the adjacent panel.


As shown in FIGS. 4A, 4B and 5, the vertical support extensions have an extension portion 46 that extends into the into the drainage path 39. The extension portion 46 can have a top surface shape that is substantially rectangular as shown in FIGS. 4A and 4B. Alternatively, the extension portion 46 can have semicircular top profile when viewed from the top. As shown in FIG. 6, in another embodiment the extension portion can have a cantilevered configuration. Also, the extension portion 46 can have a tapered side profile configuration as shown in FIG. 7. It is to be understood that whatever the shape of the vertical support extension 40 and the extension portion 46, the indentation 44 matches the shape to allow the indentation 44 to receive the vertical support extension 40.


As can be seen in FIGS. 4A, 4B and 5, the vertical support extension has a uniform horizontal cross-sectional area throughout its height. In other embodiments, such as the tapered vertical support extension 40 shown in FIG. 7, there is a non-uniform horizontal cross-sectional area throughout the height of the vertical support extension. In the case of the tapered vertical support extension shown in FIG. 7, there is a greater horizontal cross-sectional area at the upper end of the vertical support extension 40 than at the lower end.


An optional feature of the underlayment panels is one or more drainage projections 48 that extends from the edge of the panels 32A, 32B, 32C, and 32D. The drainage projections 48 maintain the separation of adjacent panels from each other, thereby helping to define the width of the drainage path 39. The drainage projections are crushable so that they can accommodate movement of adjacent panels toward each other when caused by thermal expansion or other forces or mechanisms. In contrast to the vertical support extensions 40, the drainage projections 48 do not have corresponding recesses 44 in the adjacent panel.


There is another mechanism that can be used to support the turf assembly 12 and prevent it from sagging or dropping into the drainage path. As shown in FIG. 8, the edges 32AA and 32CC of panels 30AA and 30BB are non-linear. The result of non-linear panel edges is a non-linear drainage path 39AA that can provide support for the turf assembly 12 without the use of the vertical support extensions 40. It is to be understood that vertical support extensions can also be used with a non-linear drainage channel. The shape of the non-linear edge can be any shape suitable for supporting the overlying turf assembly 12. In one embodiment, the non-linear panel edges are wavy, making the drainage paths 39AA wavy. In another embodiment, the panel edges have a non-linear shape, with the non-linear shape of the panel edges being complementary to the non-linear, non-interlocking shape of adjacent panel edges.


The principle and mode of operation of this invention have been explained and illustrated in its preferred embodiment. However, it must be understood that this invention may be practiced otherwise than as specifically explained and illustrated without departing from its spirit or scope.

Claims
  • 1. A turf underlayment layer for supporting an artificial turf assembly, the turf underlayment layer comprising a plurality of panels assembled together, each panel including a core, a top side having a plurality of top projections, and a bottom side, the top projections forming top side water drainage channels, the panels having substantially vertical edges extending from the top side to the bottom side of the panel, with the edges of one panel spaced apart from the edges of adjacent panels, thereby forming a drainage path between adjacent panels, at least one of the panel edges having vertical support extensions that extend from the top side to the bottom side of the panel and being substantially vertical from the top side to the bottom side of the panel and further defining deviations between linear segments of the drainage paths between adjacent panels, the vertical support extensions having an upper surface for supporting an artificial turf assembly overlying the turf underlayment layer, and the panel edges having one or more complementary indentations corresponding to vertical support extensions of adjacent panels wherein the vertical support extensions are received in the corresponding indentations and permit relative panel movement parallel to and perpendicular to the drainage paths.
  • 2. The turf underlayment layer of claim 1 in which the at least one but not all of the substantially vertical panel edges includes dovetail shapes to form an interlocking structure that substantially prevents movement in one of the parallel and perpendicular orientations relative to the drainage path.
  • 3. The turf underlayment layer of claim 1 in which at least one of the panel edges has one or more drainage projections, the drainage projections spacing the adjacent panel edges apart, the drainage projections being crushable to absorb relative movement of adjacent panels.
  • 4. The turf underlayment layer of claim 1 in which the upper surface of the vertical support extensions is substantially coplanar with top surfaces of the top projections.
  • 5. The turf underlayment layer of claim 1 in which at least one of the edges of the panels has both vertical support extensions and indentations.
  • 6. The turf underlayment layer of claim 1 in which the vertical support extensions extend vertically at the panel edges, and have a height substantially equal to a thickness of the panel, where thickness of the panel is defined as a thickness of the core of the panel plus a thickness of the top projections plus a thickness of any bottom projections.
  • 7. The turf underlayment layer of claim 1 in which the vertical support extensions have a uniform horizontal cross-sectional area throughout the height of the vertical support extensions.
  • 8. The turf underlayment layer of claim 1 in which the vertical support extensions have a non-uniform horizontal cross-sectional area throughout the height of the vertical support extensions.
  • 9. The turf underlayment layer of claim 1 in which the vertical support extensions are tapered, having a greater horizontal cross-sectional area at an upper end.
  • 10. The turf underlayment layer of claim 1 in which the vertical support extensions are cantilevered.
  • 11. The turf underlayment layer of claim 1 in which the vertical support extensions and complementary indentations of the mating edges of adjacent panels cooperate to define a non-linear drainage path along the adjacent panel edges defining the drainage path.
  • 12. The turf underlayment layer of claim 11 in which the panel edges are wavy, thereby making the drainage paths wavy.
  • 13. The turf underlayment layer of claim 1 in which the panels are made from a plurality of polyolefin beads bonded together by at least one of pressure and heat to produce a substantially water-impervious surface, and further wherein the bottom side includes a plurality of bottom side drainage channels, the core having a plurality of drain holes connecting the top side water drainage channels to the bottom side water drainage channels for fluid communication between the panel top side and bottom side.
  • 14. A turf underlayment layer for supporting an artificial turf assembly, the turf underlayment layer comprising a plurality of panels assembled together, each panel including a core, a top side having a plurality of projections, and a bottom side, the top projections forming top side water drainage channels, the panels having edges, with the edges of one panel abutting the edges of adjacent panels, with the panel edges having a non-linear, non-interlocking shape, with the non-linear non-interlocking shape of the panel edges being complementary to the non-linear, non-interlocking shape of adjacent panel edges and permitting relative panel movement parallel to and perpendicular to the non-linear, non-interlocking panel edges, at least one of the panel edges having one or more drainage projections, the drainage projections spacing the abutting panel edges apart, with the resultant spacing of the edges of abutting panels forming a drainage path at the intersection of the abutting panels, the drainage paths being non-linear because of the non-linear shape of the panel edges.
  • 15. The turf underlayment layer of claim 14 in which the panel edges are wavy, thereby making the drainage paths wavy.
  • 16. A turf underlayment panel suitable for assembly with additional turf underlayment panels to form a turf underlayment layer for supporting an artificial turf assembly, the turf underlayment panel including a core, a top side having a plurality of top projections, and a bottom side, the top projections forming top side water drainage channels, the panel having substantially vertical edges configured for substantially parallel orientation with edges of adjacent panels, thereby forming a substantially vertical drainage path defined by the panel edge and further defined by an edge of adjacent panels, the edges of the panel having vertical support extensions that extend from the panel, the vertical support extensions having an upper surface for supporting an artificial turf assembly overlying the panel, and at least one of the panel edges having one or more complementary indentations corresponding to vertical support extensions of adjacent panels, wherein when the panel is assembled with an adjacent panel, the vertical support extensions can be received in indentations in the adjacent panel to define intermittent linear drainage path segments that are shorter than a length of the panel edge.
US Referenced Citations (101)
Number Name Date Kind
2515847 Winkler Jul 1950 A
2746365 Darneille May 1956 A
3438312 Becker et al. Apr 1969 A
3577894 Emerson May 1971 A
3626702 Monahan Dec 1971 A
3757481 Skinner Sep 1973 A
3802790 Blackburn Apr 1974 A
3909996 Ettlinger, Jr. Oct 1975 A
4026083 Hoyt et al. May 1977 A
4146599 Lanzella Mar 1979 A
4287693 Collette Sep 1981 A
4405665 Beaussier et al. Sep 1983 A
4445802 Loov May 1984 A
4629358 Springston et al. Dec 1986 A
4637942 Tomarin Jan 1987 A
4658554 Riley et al. Apr 1987 A
4727697 Vaux Mar 1988 A
5044821 Johnsen Sep 1991 A
5073061 Jones Dec 1991 A
5102260 Horvath et al. Apr 1992 A
5102703 Colonel et al. Apr 1992 A
5292130 Hooper Mar 1994 A
5342141 Close Aug 1994 A
5363614 Faulkner Nov 1994 A
5383314 Rothberg Jan 1995 A
5460867 Magnuson et al. Oct 1995 A
5514722 DiGeronimo May 1996 A
5531044 Wallenius Jul 1996 A
5640801 Rynberk Jun 1997 A
5888614 Slocum et al. Mar 1999 A
5916034 Lancia Jun 1999 A
5920915 Bainbridge et al. Jul 1999 A
5957619 Kinoshita et al. Sep 1999 A
6032300 Bainbridge et al. Mar 2000 A
6033146 Shaw et al. Mar 2000 A
6055676 Bainbridge et al. May 2000 A
6098209 Bainbridge et al. Aug 2000 A
6301722 Nickerson et al. Oct 2001 B1
6357054 Bainbridge et al. Mar 2002 B1
6453477 Bainbridge et al. Sep 2002 B1
6468629 Lodder Oct 2002 B1
6551016 Guidon Apr 2003 B2
6616542 Reddick Sep 2003 B1
6740387 Lemieux May 2004 B1
6796096 Heath Sep 2004 B1
6802669 Ianniello et al. Oct 2004 B2
6818274 Buck et al. Nov 2004 B1
6877932 Prevost Apr 2005 B2
7014390 Morris Mar 2006 B1
7090430 Fletcher Aug 2006 B1
7114298 Kotler Oct 2006 B2
7131788 Ianniello et al. Nov 2006 B2
7244076 Whitson Jul 2007 B2
7244477 Sawyer Jul 2007 B2
7273642 Prevost Sep 2007 B2
7387832 Hashiba et al. Jun 2008 B2
7487622 Wang Feb 2009 B2
7516587 Barlow Apr 2009 B2
7563052 Van Reijen Jul 2009 B2
7587865 Moller, Jr. Sep 2009 B2
7645501 Sawyer et al. Jan 2010 B2
7662468 Bainbridge Feb 2010 B2
7722287 Swank May 2010 B2
7771814 Grimble et al. Aug 2010 B2
7900416 Yokubison et al. Mar 2011 B1
D637318 Sawyer et al. May 2011 S
7955025 Murphy et al. Jun 2011 B2
D645169 Runkles Sep 2011 S
8109050 Ovaert Feb 2012 B2
8221856 Stroppiana Jul 2012 B2
8225566 Prevost et al. Jul 2012 B2
8236392 Sawyer Aug 2012 B2
8341896 Moller, Jr. et al. Jan 2013 B2
8353640 Sawyer Jan 2013 B2
8662787 Sawyer et al. Mar 2014 B2
8806822 Wang Aug 2014 B1
8827590 Sawyer Sep 2014 B2
8833007 Tillery Sep 2014 B2
8919054 Tillery Dec 2014 B2
8973328 Masanek, Jr. Mar 2015 B2
20010002497 Scuero Jun 2001 A1
20010048849 Rinninger Dec 2001 A1
20030020057 Sciandra Jan 2003 A1
20030223826 Ianniello Dec 2003 A1
20040069924 Lemieux et al. Apr 2004 A1
20050028475 Barlow et al. Feb 2005 A1
20060032170 Vershum et al. Feb 2006 A1
20060081159 Chapman et al. Apr 2006 A1
20060141231 Lemieux Jun 2006 A1
20070166508 Waterford Jul 2007 A1
20080219770 Prevost et al. Sep 2008 A1
20080240860 Ianniello Oct 2008 A1
20090162579 McDuff Jun 2009 A1
20090188172 Duharme et al. Jul 2009 A1
20090208674 Murphy et al. Aug 2009 A1
20090232597 Zwier et al. Sep 2009 A1
20090325720 Chapman Dec 2009 A1
20100104778 Wise Apr 2010 A1
20100173116 Bainbridge Jul 2010 A1
20100239790 Stricklen et al. Sep 2010 A1
20100279032 Chereau et al. Nov 2010 A1
Foreign Referenced Citations (30)
Number Date Country
577328 Jul 1976 CH
671787 Sep 1989 CH
9310473 Sep 1993 DE
20119065 May 2002 DE
1243698 Sep 2002 EP
871775 May 1979 FR
2495453 Jun 1982 FR
2616655 Dec 1988 FR
2762635 Oct 1998 FR
1378494 Dec 1974 GB
54032371 Mar 1979 JP
H03197703 Aug 1991 JP
7-137189 May 1995 JP
8049209 Feb 1996 JP
2000-034823 Feb 2000 JP
2006130288 May 2006 JP
2008008039 Jan 2008 JP
100881167 Feb 2009 KR
20120004054 Jun 2012 KR
1004405 Feb 1997 NL
9856993 Dec 1998 WO
9926784 Jun 1999 WO
9928557 Jun 1999 WO
0209825 Feb 2002 WO
02075053 Sep 2002 WO
03000994 Jan 2003 WO
2004011724 Feb 2004 WO
2006116450 Nov 2006 WO
2007002442 Jan 2007 WO
2008011708 Jan 2008 WO
Non-Patent Literature Citations (14)
Entry
Aero-Spacer Dri-Lex, Hydrofil, FaytexCorp.
Cork Underlayment—Rolls & Sheets, www.ecobydesign.com/shop/cork/cork_underlayment.html., Jul. 24, 2003.
Dynamic Cushioning Performance, JSP International, 1998.
European Examination Report, Application No. EP 10 734 609.0 dated Apr. 9, 2013.
European Examination Report, Application No. EP 10734609.0 dated Jun. 27, 2014.
European Office Communication, Application No. EP 10 734 609.0-1601 dated Oct. 16, 2013.
European Search Report, Application No. 10195632.4, dated Apr. 12, 2012.
European Search Report, Application No. 10195633.2, dated Apr. 12, 2012.
PCT International Search Report, Application No. PCT/US2010/041046, dated Aug. 17, 2011.
Porex Porous Plastics High Performance Materials, Porex Technologies, 1989.
Product Samples, The engineered plastic foams of JSP International, JSP International, www.jspi.com.
Quiet Walk, Midwest Padding, www.midwestpadding.com/quietwalk/lintro.html, Jul. 24, 2003.
Silent Walk, The Silent Partner in Laiminating Flooring, www.sponge-cushion.com/silent2.htm, Jul. 24, 2003.
Tuplex—General—underlay, flooring underlay, parquet underlay, Tuplex Corp., www.snt-group.net/tuplex/usa/corp.htm., Jul. 24, 2003.
Related Publications (1)
Number Date Country
20170335524 A1 Nov 2017 US