Structural underlayment support system for use with paving and flooring elements
A paving system for paving or flooring includes a top layer of a plurality of paving elements, and an underlayment support layer of a polymeric material configured into panels. The panels are suitable to support the paving elements, the panels having a generally planar support surface and a recovery characteristic such that a deformation from a concentrated compressive load applied for a short duration returns the support surface to a generally planar condition.
1. A paving system for paving comprising:
a top layer of a plurality of paving elements;
an underlayment support layer of a polymeric material from an expanded bead material configured into panels, the panels being positioned under the top layer and having sufficient rigidity to disperse concentrated loads of the paving elements, the panels having a generally planar support surface and a recovery characteristic such that a deformation from a concentrated compressive load applied for a short duration and then removed returns the support surface to a generally planar condition, the panels being made of a core with a top side and a bottom side, the panels having drainage holes that interconnect the panel top side with the panel bottom side such that the underlayment layer is porous to the flow of fluids.
2. The paving system of claim 1 in which at least one of the top side and the bottom side includes a plurality of projections defining channels between adjacent projections that are suitable for water flow across a portion of the at least one of the top and bottom sides when the underlayment layer is positioned beneath the layer of paving elements.
3. The paving system of claim 2 in which the size and quantity of at least one of the top side channels and bottom side channels provide dispersion of fluid flow through the underlayment layer sufficient to reduce soil erosion beneath the paving system.
4. The paving system of claim 1 in which the panels are configured for interconnection with each other.
5. The paving system claim 1 in which the underlayment support layer is formed by placing the expanded foam beads into a mold under pressure and subjected to a steam application sufficient to soften and melt together the beads at interfaces between the beads.
6. The paving system of claim 1 in which the underlayment support layer is made of a recyclable material.
7. The paving system of claim 2 where downwardly oriented projections on the bottom side retard or prevent sliding of the underlayment support layer.
8. The paving system of claim 1 in which the panels are made of polymeric material from one of a polypropylene and polyethylene expanded bead material.
9. The paving system of claim 1 in which the panels being are of a core with a top side and a bottom side, the panels being reversible so that the paving elements can be placed above either the top side or the bottom side.
10. A paving system for paving or flooring comprising:
a top layer of a plurality of paving elements;
an underlayment support layer of a polymeric material from one of a polyethylene and polypropylene expanded bead material configured into panels, the panels being positioned under the entire top layer and having sufficient rigidity to disperse concentrated loads of the paving elements, the panels having a generally planar support surface and a recovery characteristic such that a deformation from a concentrated compressive load applied for a short duration and then removed returns the support surface to a generally planar condition.
11. The paving system of claim 10 in which the deformation is at least 5 percent under a concentrated compression load of 75 psi (517 kPa) applied for 10 seconds over a 2 inch (5 cm) diameter area.
12. The paving system of claim 11 in which the deformation is less than or equal to 10 percent under the concentrated compression load.
13. The paving system of claim 11 in which the deformation is less than 7 percent two hours after removal of the compression load from the panel.
14. The paving system of claim 10 in which the concentrated compression load is a load of 75 psi (517 kPa) applied for 10 seconds over a 2 inch (5 cm) diameter area, and wherein the deformation is less than or equal to 10 percent under the load.
15. The paving system of claim 14 in which the deformation is less than 7 percent two hours after removal of the compression load from the panel.
16. The paving system of claim 11 in which the density of the panel is within the range of from about 40 to about 70 g/l.
17. The paving system of claim 16 in which the density of the panel is within the range of from about 50 to about 60 g/l.
18. The paving system of claim 11 in which the paving system is capable of tolerating vehicle loads without permanent deformation greater than 5%.
19. The paving system of claim 10 in which the panels having drainage holes that interconnect the panel top side with the panel bottom side such that the underlayment layer is porous to the flow of fluids.
20. The paving system of claim 10 in which the panels being are of a core with a top side and a bottom side, the panels being reversible so that the paving elements can be placed above either the top side or the bottom side.
21. The paving system of claim 10 in which the deformation is less than about 2.0 mm under a concentrated compression load of 75 psi (517 kPa) applied for 10 seconds over a 2 inch (5 cm) diameter area, when measured 2 hours after removal of the load.
22. A paving system for paving or flooring comprising:
a top layer of a plurality of paving elements; and
an underlayment support layer of a polymeric material in the form of expanded beads bonded together by at least one of heat and pressure and having a density in a range of from about 50 to about 60 g/l and configured into generally rigid panels, the panels having a plurality of projections extending across a bottom side of the panel, the projections forming channels suitable for water drainage flow and having an edge configuration sufficient to interlock adjacent panels and to permit fluid communication of the bottom side channels of one panel to the bottom side channels of the adjacent panel.
23. The paving system of claim 22 including a drainage system positioned beneath the underlayment support layer, the panels being porous to the flow of fluids through a plurality of drainage holes formed through the panels that are in fluid communication with the drainage system.
24. The paving system of claim 22 including a layer of sand beneath underlayment layer, and a joint sand material disposed between adjacent paving elements.
25. The paving system of claim 22 in which the polymeric material is a foamed material.
26. The paving system of claim 22 in which the polymeric material is a molded plastic porous grid.
27. The paving system of claim 22 in which the panels have a deformation less than about 2.0 mm under a concentrated compression load of 75 psi (517 kPa) applied for 10 seconds over a 2 inch (5 cm) diameter area, when measured 2 hours after removal of the load, the panels supporting the entire top layer of paving elements.
28. A paving system for paving or flooring comprising:
a top layer of a plurality of paving elements;
an underlayment support layer of a polymeric foam bead material configured into panels, the panels having a generally planar support surface and being positioned under the entire top layer, the panels having sufficient rigidity to disperse concentrated loads of the paving elements and a recovery characteristic that mitigates a permanent compression applied directly to the panels from a walking or kneeling event during installation of the paving elements such that the support surface of the panel returns to a generally planar condition.
29. The paving system of claim 28 wherein the permanent compression from the walking or kneeling event is simulated by a concentrated compressive load of 75 psi (517 kPa) applied for 10 seconds over a 2 inch (5 cm) diameter area and the recovery characteristic is sufficient for the panel planar surface to result in a deformation less than 7 percent, when measured 2 hours after removal of the load.
30. The paving system of claim 29 wherein the polymeric material is an expanded bead material having a density in the range of from about 50 to about 60 g/l.
31. The paving system of claim 30 wherein the expanded beads are bonded together by one of heat and pressure to form the panels.
32. The paving system of claim 29 wherein the polymeric material is one of polypropylene and polyethylene.
33. The paving system of claim 31 wherein the polymeric material is polyethylene and the underlayment support layer includes a plurality of drainage holes.
34. The paving system of claim 33 wherein the underlayment support layer has a thickness between about 0.25 inches and 1.25 inches.
35. The paving system of claim 34 wherein the underlayment support layer includes a plurality of projections extending from a bottom side of the panel.
36. The paving system of claim 28 in which the panels having drainage holes that interconnect the panel top side with the panel bottom side such that the underlayment layer is porous to the flow of fluids.
37. An underlayment support panel for a paving system, the underlayment support panel being made of a polymeric material from one of a polyethylene and polypropylene expanded bead material, the panel having sufficient rigidity to disperse concentrated loads of superimposed paving elements, the panel having a generally planar support surface and a recovery characteristic such that a deformation from a concentrated compressive load applied for a short duration and then removed returns the support surface to a generally planar condition.
38. The paving system of claim 37 in which the deformation is at least 5 percent under a concentrated compression load of 75 psi (517 kPa) applied for 10 seconds over a 2 inch (5 cm) diameter area.
39. An underlayment support panel for a paving system, the underlayment support panel being configured as a generally rigid panel, and being made of a polymeric material in the form of expanded beads bonded together by at least one of heat and pressure and having a density in a range of from about 50 to about 60 g/l, the panel having a plurality of projections extending across a bottom side of the panel, the projections forming channels suitable for water drainage flow and having an edge configuration sufficient to interlock the panel to an adjacent panel and to permit fluid communication of the bottom side channels of the panel to the bottom side channels of an adjacent panel.
40. The paving system of claim 39 in which the polymeric material is a foamed material.
41. An underlayment support panel for a paving system, the underlayment support panel being made of a polymeric foam bead material configured as a panel, the panel having a generally planar support, the panels having sufficient rigidity to disperse concentrated loads of superimposed paving elements and a recovery characteristic that mitigates a permanent compression applied directly to the panels from a walking or kneeling event during installation of the underlayment support panel or of superimposed paving elements, such that the support surface of the panel returns to a generally planar condition.
42. The paving system of claim 41 wherein the polymeric material is polyethylene and the underlayment support layer includes a plurality of drainage holes.
43. An underlayment support panel for a paving system, the underlayment support panel being made of from one of a polyethylene and polypropylene expanded bead material, the panel having sufficient rigidity to disperse concentrated loads of superimposed paving elements, the panel having a generally planar support surface and a recovery characteristic such that a deformation from a concentrated compressive load applied for a short duration and then removed returns the support surface to a generally planar condition, the panel being made of a core with a top side and a bottom side, the panel having drainage holes that interconnect the panel top side with the panel bottom side such that the panel is porous to the flow of fluids.
44. The paving system of claim 43 in which at least one of the top side and the bottom side includes a plurality of projections defining channels between adjacent projections that are suitable for water flow across a portion of the at least one of the top and bottom sides when the underlayment layer is positioned beneath the layer of paving elements.