FIELD OF THE INVENTION
This invention relates to an edge restraint for water permeable pavement systems and, more particularly, a T-shaped edge restraint made of a metal, plastic or similar material.
BACKGROUND OF THE INVENTION
There are known independent paver stones and interlocking paver stones that allow water to pass through the pavement system created thereby versus shedding off the pavement. The advantage of this type of system is that it reduces storm water run-off and filters the water as it passes through the system and re-enters the soil as ground water. There are unique requirements for water permeable pavement systems as compared to traditional non-permeable pavement systems in that the base for the water permeable pavement must be porous. Usually, the porous base is made up of larger aggregate that does not compact as densely as traditional base materials (a requirement to keep the base porous). Edge restraints for pavement are currently designed for use with a compacted base to which the edging restraint is anchored. When a porous “open-graded” base, i.e. crushed stone layers with no small or fine particles such as ⅜ inch stone, is used, the currently known edge restraints cannot be securely anchored to the bedding material in order to prevent the edge restraint from moving laterally away from the edge of the pavement system. The use of spikes or anchors to secure the edge restraint in place have been tried, but the spikes or anchors do not provide sufficient anchoring due to their inability to grip the porous base material. Accordingly, it is desirable to provide an edge restraint and edge restraint system specifically designed for use and to perform in concert with porous or loosely compacted bedding materials that will prevent lateral movement away from the edge of the pavement material.
According, it is an object of this invention to provide an edge restraint and an edge restraint system for use with a porous bedding material in order to facilitate the movement of surface water through the pavement system and into the bedding material and base construction and wherein the edge restraint is simultaneously prevented from movement relative to the pavement system.
SUMMARY OF THE INVENTION
This invention relates to a T-shaped edge restraint for use in water permeable pavement systems. The base (stem) of the T has a plurality of openings to facilitate the use of spikes or anchors and/or to facilitate curving the edge restraint to accommodate curved sections of the pavement system.
BRIEF DESCRIPTION OF THE DRAWINGS
Other objects and purposes of the invention will be apparent to those of ordinary skill in the art upon reading the following descriptive text with reference to the accompanying drawings, in which:
FIG. 1 is a sectional view through a typical water permeable pavement system and accompanying base material assembly therefor and employing the use of our inventive T-shaped edge restraint and wherein the stem of the T is oriented between the paver stones and the upper surface of the bedding material;
FIG. 2 is a view similar to FIG. 1; however, the T-shaped edge restraint is oriented wholly along side of the paver stones;
FIG. 3 is a view similar to FIG. 2; however, a geo grid or similar material is oriented beneath the paver stones and on top of the bedding material and extends over the upper part of the crosswise extending vertical leg of the T;
FIG. 4 is a view similar to FIG. 2; however, a geo grid or similar material is oriented beneath the paver stones and on top of, or between, the bedding material and the stone coarse beneath it and extends under the lower part of the crosswise extending vertical leg of the T;
FIG. 5 is a view similar to FIG. 2; however a geo grid or similar material is oriented beneath the paver stones and on top of the bedding material and the crosswise extending part of the T extends through openings in the geo grid or similar material;
FIGS. 6-8 illustrate a first embodiment of our inventive T-shaped edge restraint;
FIGS. 9-11 illustrate a second embodiment of our inventive T-shaped edge restraint;
FIGS. 12-13 illustrate a third embodiment of our inventive T-shaped edge restraint;
FIGS. 14-15 illustrate a fourth embodiment of our inventive T-shaped edge restraint;
FIG. 16 illustrates a fifth embodiment of our inventive T-shaped edge restraint;
FIG. 17 illustrates a sixth embodiment of our inventive T-shaped edge restraint;
FIG. 18 illustrates an alternative structure for securing a porous material, such as a geo grid material, to our inventive edge restraint;
FIG. 19 is an isometric view of a modified capture plate operatively connected to the edging strip and the porous or geo grid layer;
FIG. 20 is an isometric view of a further modified capture plate;
FIG. 21 is an isometric view of a further modified capture plate;
FIG. 22 is an isometric view of a still further modified capture plate; and
FIGS. 23-26 are each an isometric view of the respective modified capture plates of FIGS. 19-22 but with plural upstanding barbs on one face of the respective capture plate.
DETAILED DESCRIPTION
A typical base construction for use in a water permeable pavement system 10 is illustrated in FIG. 1 employing the use of our inventive T-shaped edge restraint 11. The porous base construction 10 typically includes a course material sub-base 12 composed typically of 3 to 5 inch diameter stones on top of which is placed a standard base 13 of ¾ inch to 1¼ inch stones. A porous base layer or bedding 14 composed of ⅜ inch chipped stone or comparable material is placed on top of the standard base 13. Independent paver stones or interlocked paver stones 16 are placed on top of the porous base layer or bedding 14. In most instances, the paver stones are laterally spaced from each to define a gap therebetween into which is received the aforesaid chipped stone material effectively binding the pavers in place and forming the area into which the surface water runoff will drain; further, the chipped stone functions as the bedding material onto which the paver stones are set forming the porous setting base layer 14.
For this particular construction or porous base system, we have developed a T-shaped edge restraint 11 (FIGS. 6-11) wherein the base (stem) 17 of the T is oriented horizontally between the underside of the paver stones or porous pavement system and the upper surface of the porous base layer 14. The crosswise extending part of the T 18 extends vertically with the upper half 19 of the crosswise extending part 18 forming the border for the paver stones or porous pavement system. The lower half 21 of the crosswise extending part 18 extends into the porous layer bedding and is unable to move laterally of the paver stones or porous pavement system due to the placement of porous bedding material 14 on both sides thereof as shown at 22 in FIG. 1. Earthen material 23 is typically used to fill in and oppose the immediate outside surface of the upper half 19 of the vertically extending part 18 and laterally facing sides of the base construction 10.
FIGS. 6 to 11 are various views of two embodiments of our T-shaped edge restraint 11 and 11A. Since these two edge restraints are identical except for the construction of the base (stem), we have utilized the same reference numbers in describing the embodiment 11A as are used in describing the embodiment 11, except for the addition of the suffix “A”. The edge restraints are made of extrudable or molded material, such as aluminum, plastic or similar materials. The base (stems) 17 of each T-shaped configuration have a plurality of openings 24 therein to facilitate the use of spikes or anchors, if desired. Larger openings 26 (FIGS. 6-8) are also provided in the stem 17. These larger openings enable border portions 27 of the opening 26 to be cut out in order to facilitate a bending of the vertically extending crosswise part 18 of the T into a curved segment. In FIGS. 9-11, V-shaped cutouts 28 have been provided in the stem 17A instead of large openings as shown in FIGS. 6-8 and to facilitate bending.
FIG. 2 illustrates a further cross section of a typical base construction 10 identical to FIG. 1. In this particular embodiment, the T-shaped edge restraint 11 is oriented along side of the paver stones 16 and anchored in place by a spike 29 that is long enough to extend through the bedding material 14 into the standard base material 13. The combination of the spike 29 and the lower part 21 of the crosswise extending part of the T being buried in the bedding material 14 serves to hold the edge restraint in place.
FIG. 3 illustrates a further cross section of a typical base construction 10 identical to FIGS. 1 and 2. In this embodiment, a porous geo grid or similar material 31 is placed between the paver stones or porous pavement system 16 and the porous layer bedding material 14. In addition, the geo grid or similar material 31 extends over the top edge of the section 19 of the crosswise extending part 18 of the T and lays flat against the horizontal base (stem) part 17 and is held thereto by the spike or anchor 29. The geo grid or similar material 31 serves to prevent the T-shaped edge restraint from moving laterally with respect to the paver stones 16 and the parallel edge restraint to which the geo grid or similar material is also fastened in the same fashion.
FIG. 4 illustrates a further cross section of a typical base construction 10 identical to FIGS. 1 and 2. In this embodiment, a geo grid or similar material 31 is placed between the paver stones or porous pavement system 16 and the porous layer of bedding material 14. In addition, the geo grid or similar material 31 extends under the lower edge of the section 21 of the crosswise extending part 18 of the T, along the underside of the base (stem) 17 and around the outer lateral edge of the base (stem) to overlay the upper surface of the base (stem). The geo grid or similar material 31 is secured to the base (stem) 17 of the edge restraint 11.
FIG. 5 illustrates a further cross section of a typical base construction 10 identical to FIGS. 1 and 2. In this embodiment, a geo grid or similar material 31 is placed between the paver stones or porous pavement system 16 and the porous layer of bedding material 14. In addition, the geo grid or similar material 31 contains openings periodically along a line coextensive with the crosswise extending part of the crosswise extending part of the T. The T-shaped restraint is further modified as illustrated in FIGS. 16 and 17 to form edge restraints 11C and 11D. That is, the lower sections 21C and 21D of the crosswise extending parts 18 of each T is configured to have a plurality of longitudinally spaced cutouts 32 (FIG. 16) and 33 (FIG. 17) defining projections 34 and 36, respectively, that are each configured to extend through the aforementioned openings in the geo grid or similar material and into the bedding material 14. The plurality of longitudinally spaced cutouts 32 (FIG. 16) and 33 (FIG. 17) defining projections 34 and 36 respectively are also designed to be capable of biting or binding into uncut or unaltered geo grid or similar material when it is installed into the setting bed material 14.
FIGS. 12 and 13 illustrate a modification of the construction illustrated in FIG. 3. That is, the base (stem) 17E of a further modified version of the T-shaped edge restraint 11E has an upstanding and longitudinally extending bead 37 on the upper facing side thereof. The geo grid or similar material 31 is configured to overlay the upper face of the base (stem) 17E and the bead 37 as shown in FIGS. 12 and 13. An elongate C-shaped clip 38 is configured to receive therein the bead 37 to clamp the geo grid or similar material 31 in place against the inside walls of the C-shaped clip 38 and the exterior surface of the bead 37. In FIGS. 14 and 15, there is illustrated a further modified T-shaped edge restraint 11F wherein the bead 37F is an inverted L-shape. The inverted L is configured to be received in an opening 39 (FIG. 15) in the geo grid or similar material 31 and not require the provision of a clip comparable to the clip 38. In the alternative, the geo grid material 31 can be clamped between a base (stem) 17G of a further modified restraint 11G and an elongate plate 39 extending coextensively with the restraint 11G. Plural self-tapping screws 41 are utilized for drawing the plate 39 and the base 17G together to clamp the geo grid material therebetween. It is to be recognized that the plate 39 can be oriented above the base 17G or below it (as shown in FIG. 18) in order to achieve a stable connection of the geo grid material to the edge restraint 11G so as to provide a stable connection of the restraint relative to the ground or bed upon which the restraint and geo grid material are placed.
Alternate Capture Plate Construction
Several modifications of the capture plate 39 shown in FIG. 18 are illustrated in FIGS. 19-26.
In FIG. 19, the modified capture plate 71 has an upstanding lip 72 along one edge. The porous layer or geo grid layer 58 is placed between the upper surface of the capture plate 71 and the understand of the base leg 11 of the edging strip and an edge 58A of the porous layer of geo grid layer is wrapped over the edge of the base leg 11 and overlays the upwardly facing surface of the base leg as shown in FIG. 19. Plural self-tapping screws 60 are utilized to secure the base leg 11 to the capture plate 71. The upstanding lip 72 serves to prevent relative movement between the edging strip 10 and the porous layer or geo grid layer. FIG. 21 is similar to FIG. 19 except that the lip 72 is separated into multiple upstanding lips 72A configured to enter the open spaces provided in the porous layer or geo grid layer. In the FIG. 21 embodiment, the porous layer or geo grid layer does not overlay the upper surface of the base leg 11 of the edging strip.
In FIG. 20, the modified capture plate 81 has an upstanding lip 82 along one edge. The upper edge of the lip 82 has a flange 83 extending generally parallel to a plane containing the capture plate 81 and toward the vertically upstanding leg 12 of the edging strip 10. The porous layer or geo grid layer 58 is placed between the upper surface of the capture plate 81 and the understand of the base leg 11 of the edging strip and an edge 58A of the porous layer of geo grid layer is wrapped over the edge of the base leg 11 and overlays the upwardly facing surface of the base leg as shown in FIG. 20. Plural self-tapping screws 60 are utilized to secure the base leg 11 to the capture plate 81. The upstanding lip 82 and flange 83 serve to prevent relative movement between the edging strip 10 and the porous layer or geo grid layer 58. FIG. 22 is similar to FIG. 20 except that the lip 82 and flange 83 configuration depicted in FIG. 20 is separated into multiple upstanding lips 82A and flanges 83A in FIG. 22, each configured to enter the open spaces provided in the porous layer or geo grid layer. In the FIG. 22 embodiment, the porous layer or geo grid layer 58 does not overlay the upper surface of the base leg 11 of the edging strip 10.
FIGS. 23-26 each illustrate a modified capture plate that is similar to the capture plates 71 and 81 illustrated in FIGS. 19-22. The upper facing surface 86 of each of the modified capture plates 71A and 81A have plural upstanding barbs 87 or the like that are configured to intermesh with the porous layer or geo grid layer 58 to further prevent relative movement between the edging strip 10 and the porous layer or geo grid layer 58.
It is to be understood that the capture plates can be positioned above the upper surface of the base leg 11 of the edging strip 10 and oriented so that the respective lips project downwardly through the open space in the porous or geo grid layer 58. Plural self-tapping screws would also be utilized to secure the capture plates to the respective base leg 11 of the edging strip 10.
Although particular preferred embodiments of the invention have been disclosed in detail for illustrative purposes, it will be recognized that variations or modifications of the disclosed apparatus, including the rearrangement of parts, lie within the scope of the present invention.
Patent Application
20090232597
