This invention relates to synthetic turfs for athletic fields and, more particularly, to a synthetic turf filled with particulate material so as to give the field stability and resiliency.
A natural grass turf covering has traditionally been cultivated on playing surfaces for athletic games or events. In addition to looking good, natural grass turf provides inherent resiliency and cushioning, thereby minimizing the risk of injury due to an athlete's impact with the turf. Such natural grass turf coverings have traditionally been used to cover American football or soccer fields. Many athletes participating in these high impact sports desire a surface with a high degree of resiliency such as is provided by a natural grass turf covering.
However, maintenance of natural grass turf on athletic playing areas can be expensive and time consuming. Natural grass does not grow well within shaded areas like those within indoor or partially enclosed stadiums. In addition, some heavy traffic-locations on the playing field are susceptible to wearing out or deteriorating due to continuous or excessive wear. These worn areas may become muddy and slippery after the natural grass dies, increasing the likelihood of injury.
Therefore, various types of synthetic turf have been developed and installed on athletic playing surfaces, particularly surfaces located within indoor stadiums. Generally, these various synthetic turf surfaces reduce the expense of maintaining athletic playing surfaces and increase the durability of the turf surface. Synthetic turf generally comprises a flexible backing and a plurality of grass-like pile filaments or fibers extending upwardly from the backing. The flexible backing is typically laid on a foundation or compacted substrate, such as crushed stone or stabilized base material. Most earlier forms of synthetic turf relied solely on the backing and the pile filaments or fibers as the playing surface. ASTROTURF synthetic turf is an example of this type of artificial turf. However, in recent years there has been a move toward synthetic turfs which look and feel more like natural grass.
To do this, the pile filaments are generally increased in length, to more closely resemble the look of natural grass. Also, in order to give the synthetic turf a desired degree of resiliency and stability, a granular fill material is placed between or among the upstanding pile filaments of the synthetic turf. This granular fill material typically extends upwardly from the upper surface of the backing to a height below the tops of the pile filaments, thereby leaving upper portions of the pile filaments exposed for aesthetic purposes, among others. The granular fill material helps maintain in a substantially upright condition the filaments of the synthetic turf.
In the past this granular fill material has been sand, crushed slag particles, resilient foam, crumb rubber particles, sand or several different combinations of two or more of these materials. The most typical of these infill materials for synthetic turfs has been sand, because it is readily available at a relatively low cost, and it provides enough weight to hold the backing down during and after installation. This hold down aspect remains important even after installation, because filled synthetic turfs are subject to large temperature fluctuations, which results in contraction and expansion of the turf backing. A fill with at least one layer of sand stabilizes the backing of the synthetic turf and provides weight to minimize lateral movement of the backing.
U.S. Pat. No. 3,995,079 discloses a filled synthetic turf for golf greens, the granular fill material being granulated coal slag, crushed flint or crushed granite. The problem with the use of these particles as a fill material is that they are very abrasive. This inherent abrasiveness increases the probability of scrapes or abrasions to persons falling upon the filled synthetic turf.
U.S. Pat. No. 4,044,179 discloses a filled synthetic turf for athletic playing surfaces, wherein the granular fill material is sand with a small amount of moisture retaining material. The problem with the use of sand as the fill is that sand compacts over time and use, resulting in a filled synthetic turf which is harder than desired. Because such playing surfaces are commonly used for high impact sports, the harder the field, the greater the likelihood of injury for the players using the field. Another problem with using sand as the fill material is that sand retains water or moisture, thereby increasing the susceptibility of the filled synthetic turf to mold or mildew.
U.S. Pat. No. 4,337,283 discloses a filled synthetic turf for athletic playing surfaces, the granular fill material being a uniformly mixed combination of sand particles and resilient particles. One inherent problem with the use of such a mixture is that, over time and after repeated use, the resilient particles of the mixture tend to migrate to the top of the fill layer, with the sand tending to settle below the resilient particles. The sand that settles to the bottom of the fill layer tends to compact over time and use. This ultimately results in a layered synthetic turf which is harder and more abrasive than desired.
A further disadvantage of an initially uniform mixture of this type is that the top surface never remains completely mixed. Inevitably the top surface will have some localized regions of abrasive sand particles. This means that the playing surface is not uniform in performance characteristics across its entire surface area. It also means that for some regions of the field, players will inevitably come into contact with the sand particles and may suffer skin abrasions.
U.S. Pat. No. 5,958,527 discloses a filled synthetic turf with an infill of sand and resilient particles which are specifically layered, in an effort to overcome the above-described problems of a uniformly mixed sand/rubber infill. More particularly, the granular fill material comprises three separate layers of particles, with sand at the bottom, resilient particles at the top and a mixture therebetween. While this may be an improvement over prior uniformly mixed infills, the improvement tends to be short-lived. Over time and after repeated use, the sand at the bottom of the mixture tends to compact, causing the field to harden and to inhibit the vertical drainage of water off the field through the backing of the filled synthetic turf.
Also, as a synthetic field is used over time, the cleats of athletes tend to chum up and mix the various fill materials. Thus, even if a layered infill is used, eventually this cleat churning will result in some abrasive sand particles finding their way to the surface of the synthetic turf between the pile filaments. This results in upper areas of exposed sand, which means the playing surface lacks uniformity. Also, whenever an athlete falls or contacts the turf, the athlete is susceptible to cuts or abrasions due to the sand. Moreover, the sand particles located at the surface of the fill material also are abrasive to the pile filaments of the synthetic turf, thereby degrading and/or fibrillating the tops of the pile filaments over time. In short, based on applicants' present understanding of filled artificial fields, for infills with a mixture of sand and resilient particles, whether uniformly mixed or layered, the resilient effect of the rubber particles is only temporary. Therefore, it is an object of the present invention to sufficiently hold down the backing of a filled synthetic turf while eliminating the adverse effects presently associated with the use of sand.
It is another object of the present invention to extend the life of the resilient characteristics of a filled synthetic turf while still maintaining a high degree of directional stability for the synthetic backing.
It is still another object of the present invention to attain a longer lasting, uniformly resilient athletic playing surface at a relatively low cost, preferably with the playing surface being sufficiently versatile in design to accommodate a number of potential structural enhancements.
According to one aspect of the invention, the present invention achieves these objects with a an athletic turf which is multi-layered, with a subsurface layer of filled turf which provides a selected and uniform degree of resiliency for the athletic playing surface, or layer, residing thereabove. For instance, a surface layer of filled synthetic turf resides above a subsurface lower layer of another filled synthetic turf. The subsurface filled synthetic turf comprises a subsurface backing with a plurality of subsurface pile filaments extending upwardly therefrom, to a desired height. A subsurface fill material resides on the subsurface backing, to a desired vertical height, and at a desired vertical relationship with respect to the height of the subsurface pile filaments. Generally, these vertical heights will be about the same. The subsurface fill material includes at least some resilient particles. The subsurface fill material may comprise two sublayers, with gravel or sand as a lower sublayer and resilient particles such as rubber particles as an upper sublayer. The subsurface fill material may be held in place with a binder, such as a sprayed on polymeric coating, applied to the subsurface fill material and the subsurface pile filaments. Other binders such as latex or urethane may be used to hold the subsurface fill material in place.
According to the present invention, the composition, and fill depths of the subsurface fill material, the height of the subsurface pile filaments, and/or the binder are selected to achieve, for the entire athletic playing field, a desired degree of shock absorption capability. Moreover, this multi-layered construction provides a uniformity in shock absorption capability, at a relatively low cost.
According to another aspect of the present invention, tubing may reside in the subsurface fill material above the subsurface backing, but below the tops of the subsurface pile filaments. The tubing operatively connects to a pump or other device to convey fluid within the tubing, to selectively heat or cool the subsurface and thereby heat or cool the filled synthetic turf located above the subsurface.
In yet another aspect of the invention, an athletic field comprises a filled synthetic turf which uses two layers of particulate fill. These two layers include a lower layer of a heavy and relatively large particulate, such as gravel, to serve as a ballast to hold down the backing, and an upper layer of resilient particles, such as rubber, residing over the ballast layer. The filled synthetic turf comprises a backing, a plurality of grass-like pile filaments secured to the backing and extending generally upwardly therefrom, and the dual layer particulate fill material residing on the backing. The backing is preferably a flexible, water permeable material. It may be a single layer of material or multiple layers of material joined together. The backing may reside over a subsurface layer, or on a foundation, such as crushed stone, dirt, asphalt, concrete, a pad or any other supporting surface. For drainage purposes, one or more drainage members may comprise part of the foundation.
The plurality of grass-like pile filaments preferably comprise synthetic ribbons of a selected length. They may be made of nylon, polyethylene or a polyethylene/polypropylene blend or any other material. They may be tufted, adhesively or otherwise joined to the backing. The pile filaments are preferably dyed or colored green so as to resemble the appearance of natural grass.
The fill material resides upon the backing and extends upwardly to a desired height which is below the tops of the pile filaments. This gives the field a green appearance, resembling natural grass. In addition, the particulate fill helps to prevent the pile filaments from moving or becoming trampled down.
As for the dual layer particulate fill material, the first lower layer comprises large heavy particles such as gravel to weigh down and hold the backing in place. According to the United States Golf Association (U.S.G.A.), gravel is defined as particles having a diameter greater than 2 millimeters and sand is defined as particles having a diameter less than 2 millimeters. Fine gravel is defined by the U.S.G.A. as particles having a diameter between 2 and 3.4 millimeters. Although the U.S.G.A. uses diameter to measure particulate size, the particles of the present invention need not be symmetrical, i.e. have a diameter. They may be irregularly shaped. The ballast particles of the present invention are not intended to be limited to gravel. One type of ballast particle which is suitable for the present invention has the following analysis: 100 percent passing through a 0.5 inch (12 millimeter) sieve; not more than 10 percent passing through a number 10 (2 millimeter) sieve; and not more than 5 percent passing through a number 18 (1 millimeter) sieve.
The second upper layer provides resiliency for the synthetic turf. The resilient particles are preferably synthetic particles such as rubber particles, commonly referred to as crumb rubber.
Generally, the height of the first lower layer is about equal to the height of the second upper layer. However, these relative heights may vary. For instance, for different athletic fields, depending on the primary sport for which the field is designated, there may be a greater desire for more “ballast” effect from the first lower layer. Alternatively, some installations may require more shock absorption, so the second upper layer may be proportionally greater in vertical dimension.
The objects and features of the present invention will become more readily apparent from the following detailed description and the accompanying drawings.
Referring to
A plurality of grass-like pile filaments 16 are secured to the backing 14 and extend generally upwardly therefrom terminating at ends 17. The pile filaments 16 comprise synthetic ribbons of a selected length and may be made of nylon, polyethylene, a polyethylene/polypropylene blend, or any other appropriate material. The pile filaments 16 may be tufted to the backing 14, glued to the backing 14, or secured to the backing in other known manner.
A particulate fill material 18 resides on the backing 14 and extends upwardly from the backing 14 to a desired height H. As illustrated in
Directly above the foundation 46 is the subsurface layer 44 comprising a subsurface backing 54 having a plurality of subsurface pile filaments 56 secured thereto and extending upwardly therefrom to a desired height H2. The subsurface pile filaments 56 may be tufted or secured in any known manner to the subsurface backing 54. A subsurface fill material 58 resides on the subsurface backing 54 and extends upwardly a distance equal to the height H2 of the subsurface pile filaments 56. However, the height of the subsurface fill material 58 may be any desired height. The subsurface particulate fill material 58 is illustrated as being a homogenous material. However, the subsurface particulate fill material 58 may be layered, a mixture or homogenous with any known or desired particulate fill material.
Referring the
In order to achieve a desired degree of shock absorption, the subsurface layer 44 and more particularly the subsurface pile filaments 56 may be of any desired height. The greater the desired degree of shock absorption, the greater the height of the subsurface layer 44. In addition, the composition of the subsurface particulate fill material may be modified to obtain the desired degree of shock absorption.
Directly above the foundation 46b is the subsurface layer 44b comprising a subsurface backing 54b having a plurality of subsurface pile filaments 56b secured thereto and extending upwardly therefrom to a desired height H4. The subsurface pile filaments 56b may be tufted or secured in any known manner to the subsurface backing 54b. A subsurface fill material 58b resides on the subsurface backing 54 and extends upwardly a distance equal to the height H4 of the subsurface pile filaments 56b. The subsurface fill material 58b includes a first lower layer 70 of gravel located on the subsurface backing 54b and extending upwardly from the backing 54b a distance D4 to an upper surface 72. A second upper layer 74 of resilient particles rests on the upper surface 72 of the first lower layer 70. The first lower layer 70 provides weight and stability for the subsurface layer and helps hold the subsurface backing 54b in its desired location. The second upper layer 74 of resilient particles such as rubber provides resiliency for the upper layer of synthetic filled turf. The second upper layer 74 is of a height D5 extending from the upper surface 72 of the lower layer 70 to the tops of the subsurface pile filaments 56b.
In order to hold the subsurface fill material 58b in place, a binder 75 is located in the subsurface fill material. The binder 75 is illustrated in
Referring the
In all of the embodiments of the multi-layered athletic surface of this invention, in order to achieve a desired degree of shock absorption, the subsurface layer 44b may be of any desired height and the subsurface particulate fill 58b may be of any desired material.
Directly above the foundation 46c is the subsurface layer 44c of filled synthetic turf comprising a subsurface backing 54c having a plurality of subsurface pile filaments 56c secured thereto and extending upwardly therefrom to a desired height H6. The subsurface pile filaments 56c may be tufted or secured in any known manner to the subsurface backing 54c. A subsurface fill material 58c resides on the subsurface backing 54c and preferably extends upwardly a distance equal to the height H6 of the subsurface pile filaments 56c. The subsurface fill material 58c includes a first lower layer 70c of gravel located on the subsurface backing 54c and extending upwardly from the backing 54c a distance D6 to an upper surface 72c of the first lower layer 70c. A second upper layer 74c of resilient particles rests on the upper surface 72c of the first lower layer 70c. The first lower layer 70c provides weight and stability for the subsurface layer and helps hold the subsurface backing 54c in its desired location. The second upper layer 74c of resilient particles such as rubber provides resiliency for the upper layer of synthetic filled turf. The second upper layer 74c is of a height D7 extending from the upper surface 72c of the lower layer 70c to the tops of the subsurface pile filaments 56c.
In order to hold the subsurface fill material in place, a binder 71 is layered on top of the subsurface fill material. The binder 71 is illustrated in
Referring the
The surface particulate fill 64c is illustrated in
In use, unfilled synthetic turf is unrolled in strips on a foundation where the athletic playing surface is to be located. The strips are preferably 8 feet in width but may be any desired width. Adjacent strips are sewn or joined together along the longitudinal edges in a conventional manner. As shown and described, the foundation may include a drainage member. The pile filaments extend upwardly from the backing. The particulate fill material is then placed on the backing to a desired vertical height. The pile filaments of the synthetic turf extend above the upper surface of the fill material. The particulate fill material is applied in layers. The first lower layer of gravel is first located on the backing in a quantity sufficient to extend upwardly from the backing to a desired height. The second upper layer of resilient particles is then located on top of the first lower layer of gravel in a quantity sufficient to extend upwardly from the first lower layer to a desired height.
If the subsurface layer is to be used, the above steps may also be used to form a surface layer, i.e. the athletic field, of a filled artificial turf. Alternatively, the surface layer may vary in construction, by varying the particulate fill depth, the particulate fill composition, or even the playing surface itself, such that an unfilled turf is used. Moreover, the unfilled turf may be synthetic turf, or even natural grass. Regardless, the underlying subsurface includes a subsurface backing located in rolls on a foundation, and then secured together. The subsurface backing has upwardly extending pile filaments which extend upwardly to a desired vertical height. Particulate fill material is then filled in to the desired vertical height, and preferably the particulate is then treated to hold the particulate in place. If the subsurface particulate is crumb rubber, for instance, the binder may be a sprayed on polymeric coating, which solidifies to hold the rubber in place. This creates a subsurface layer with a desired amount of shock absorption, and uniformity in shock absorption. Particularly for outdoor installations, the subsurface backing may reside on a drainage layer, to facilitate drainage and spacially separate the subsurface backing from draining water.
From the above disclosure of the general principles of the present invention and the preceding detailed description of at least one preferred embodiment, those skilled in the art will readily comprehend the various modifications to which this invention is susceptible. Therefore, we desire to be limited only by the scope of the following claims and equivalents thereof.
This application is a continuation of U.S. patent application Ser. No. 10/634,217, filed Aug. 5, 2003, and entitled “A Filled Synthetic Turf With Ballast Layer,” which is a continuation of U.S. patent application Ser. No. 10/028,221 filed Dec. 21, 2001, and entitled “A Filled Synthetic Turf With Ballast Layer,” which is now abandoned.
Number | Date | Country | |
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Parent | 10634217 | Aug 2003 | US |
Child | 10958133 | Oct 2004 | US |
Parent | 10028221 | Dec 2001 | US |
Child | 10634217 | Aug 2003 | US |