Exemplary embodiments described herein relate to cargo carrying vehicles. Exemplary embodiments further relate to load supporting deck pieces for a cargo carrying vehicle that have improved strength, greater crush resistance and lighter weight.
Cargo carrying vehicles often include a deck upon which the cargo is supported. The cargo supporting deck must have sufficient strength to support the loads that result from the cargo being supported thereon without sustaining permanent deformation or damage. Components used for deck pieces of such cargo carrying vehicles may also sustain damage due to being crushed or deformed by concentrated forces produced by the cargo that is being carried. The deck pieces that make up a cargo supporting deck may also represent a substantial portion of the weight of the cargo carrying vehicle.
Cargo carrying vehicles and the cargo supporting decks thereof may benefit from improvements.
    
    
    
    
    
    
    
    
    
    
    
    
    
    
Referring now to the drawings and particularly to 
The exemplary trailer 10 includes a frame 12. The exemplary frame 12 includes a pair of longitudinally elongated frame rails 14. As shown in 
The exemplary trailer includes a pair of axles 20 and 22. The axles are in operative connection with the frame rails 14 through respective subframe components. The exemplary embodiments of the subframe components include movable supports, air springs, shock absorbers and other suitable axle supporting components. Further, in exemplary embodiments the axles include tandem wheels and suitable braking components to enable over the road travel of the trailer.
The exemplary trailer further includes a pair of front supports 24, 26. The supports are selectively extendable to engage the pavement or other supporting surface on which the trailer is supported when the trailer is not being towed by a vehicle. The supports are selectively retractable so that they can be upwardly disposed from the pavement when the trailer is in connection with the tow vehicle.
The frame 12 of the exemplary trailer includes a plurality of cross members that are alternatively referred to herein as ribs 28. The ribs extend generally perpendicular to the frame rails. In the exemplary arrangement, central rib portions 30 span the area between the frame rails 14. Outboard rib portions 32 extend outside the frame rails. The outboard rib portions are engaged with frame side rails 34 and 36. The central and outboard rib portions, frame rails and side rails are joined together in fixed relation by welding or other fastening methods.
The exemplary frame further includes a front cross member 38 and a rear cross member 40. The front cross member 38 and the rear cross member 40 each extend perpendicularly relative to the frame rails 14 and between the end side rails 34, 36. The exemplary rear cross member has attached thereto, a guard 42 that is configured to block items from passing under the trailer. Further, the exemplary rear cross member includes vehicle taillights or other suitable features needed at the rear of the trailer. Of course it should be understood that these structures are exemplary. Further, exemplary trailers will also include a structure for releasable attachment of the trailer to a tow vehicle. This may include a trailer hitch, fifth wheel or other suitable engaging structure that enables the releasable engagement of the trailer and the vehicle which will provide the towing force to move the trailer. Of course it should be understood that these structures are exemplary and in other embodiments, different or additional structures may be utilized.
Trailer 10 includes a load supporting deck 44. The exemplary deck 44 includes a plurality of longitudinally elongated deck pieces 46. The exemplary deck pieces 46 are arranged in lateral side by side adjacent relation. Deck pieces may extend generally the entire longitudinal length of the vehicle or in selected portions thereof. As shown in 
The exemplary deck 44 is comprised of the support deck pieces 46 a portion of which is shown in greater detail in 
The exemplary deck piece further includes a back surface 54. The back surface 54 is disposed away from the load engaging surface 50.
The exemplary deck piece 46 further includes a plurality of laterally disposed cavities 56, 58, 60 and 62. Each of cavities 56, 58, 60 and 62 comprise longitudinally elongated parallel cavities that extend in the deck piece. Such cavities may be formed in exemplary embodiments in a deck piece that is of extruded construction of a suitably strong material such as aluminum 6061 alloy or other material. Of course it should be understood that this construction is exemplary and in other embodiments, other approaches and materials may be used.
The exemplary cavities 58 in transverse cross section comprise rectangular cavities that are bounded by at least one cavity wall surface 64. The cavity wall surface 64 of each cavity 58 includes vertically extending portions 66 and 68. Wall portions 66 extend adjacent to and bound cavities 56. Cavities 58 further include a top cavity wall portion 70 which is positioned adjacent to and beneath the load engaging surface 50. Cavities 58 further include a bottom cavity wall portion 72 which is adjacent to and extends inwardly of back surface 54.
In the exemplary deck piece 46, support cavities 56 in transverse cross section are also generally rectangular in shape. Each cavity 56 is bounded by a cavity wall surface generally indicated 74. In the exemplary arrangement, the cavity wall surface includes the adjacent vertically extending wall portion 66 of adjacent cavity 58. Cavities 56 also include a vertically extending central wall portion 76 that extends between the two cavities 56 in the exemplary embodiment.
Each exemplary cavity 56 further includes a top cavity wall portion 78. Cavity wall portion 78 is adjacent to and disposed inwardly from load engaging surface 50. Each cavity 56 further includes bottom cavity wall portions 80. The bottom cavity wall portions extend inwardly of the back surface 54 and partially across each respective cavity 56.
In the exemplary arrangement, the cavities 56 each include a longitudinally elongated gap 82. Each elongated gap 82 extends in the back wall 54 and into each respective cavity. Each gap is bounded at each lateral side by bottom cavity wall portions 80 which extend laterally from the vertical wall portions 74 and 76.
In the exemplary embodiment, the elongated gaps 82 reduce the amount of material which makes up the deck piece 46 and helps to reduce the weight thereof. Of course it should be understood that this approach is exemplary and in other arrangements, the gaps may extend in additional cavities of a deck piece or alternatively the cavities may not include gaps. Further, in other exemplary embodiments, the cavities that include gaps may not be adjacent to each other in the deck piece.
In exemplary embodiment the deck pieces are in operatively supported connection with the underlying ribs of the vehicle frame. Further, because the rib portions are welded or otherwise attached thereto, the rib portions constrain the wall portions 72 and 80 and help resist any lateral deformation of the deck portions which further provides enhanced resistance to deformation and greater load bearing capability.
In the exemplary deck piece 46, the at least one cavity wall surface of vertically extending wall portions 74 and 76, and bottom wall portions 80, define corner recesses 84 and 86. In the exemplary arrangement, the corner recesses 84 and 86 are formed as a generally right angle notch in each lateral internal lower side of cavity 56. Further in the exemplary arrangement, each cavity 56 further includes upper corner recesses 88 and 90. Each upper corner recess 88 and 90 is disposed adjacent to load engaging surface 50, and in the operative position of the deck piece 46 are disposed vertically above each of the respective corner recesses 84 and 86. Of course this configuration is exemplary and in other embodiments, other approaches may be used.
In the exemplary deck piece 46, end cavity 60 is generally similar to cavities 58 except that in transverse cross section it includes an angled end wall 92. Angled end wall 92 bounds end cavity 60 and extends from the back surface 54 toward the load engaging surface at an obtuse angle relative to the back surface, generally indicated A. Angled end wall 92 further includes in transverse cross section, a lateral projection 94. Lateral projection 94 is configured to extend in engaged abutting relation with an adjacent deck piece or other structure of the deck or frame.
The exemplary deck piece 46 also includes end cavity 62 at an opposed lateral end from end cavity 60. Similar to end cavity 60, end cavity 62 is bounded by an angled end wall 96. Similar to angled end wall 92 of end cavity 60, angled end wall 96 in transverse cross section extends from the back surface 54 toward the load engaging surface at an obtuse angle relative to the back surface, generally indicated B. Angled end wall 96 further includes a lateral projection 98. Lateral projection 98 is also configured to extend in engaged relation with the laterally adjacent frame or deck piece similar to deck piece 46. In the exemplary arrangement, lateral projection 94 is configured to vertically overlie lateral projection 98 of an adjacent deck piece. Such overlying relation helps to laterally position the deck pieces and avoid vertical gaps that would otherwise extend between the adjacent deck pieces. Of course, this configuration is exemplary and in other embodiments, other approaches may be used.
The exemplary end cavities 60 and 62 of the deck piece 46 and angled wall portions 92 and 96 thereof are so configured to reduce the amount of material that is included in each deck piece and to reduce the weight thereof. Of course it should be understood that in other embodiments, other configurations of the end cavities or other deck piece structures may be utilized for purposes of reducing weight or providing suitable strength and crush resistance.
In exemplary embodiments, cavities 56 of the deck piece 46 are configured to accept\therein a respective support member 100. As shown in transverse cross section in 
The exemplary support member further includes a central strut 114. The central strut extends from the apex portion 104 in a second direction opposed of the first direction and terminates at a generally flattened distal end 116. The central strut 114 extends at a common angle generally indicated C relative to each of legs 106 and 108. In the exemplary embodiment, the common angle C is about 127 degrees. Of course this configuration is exemplary.
As shown in 
In the exemplary arrangement, the flattened end 116 of the central strut 114 engages the top cavity wall portion 78 of the cavity 56 in which the support member is positioned. The central strut end engages the top cavity wall portion intermediate of the corner recesses 88 and 90 which bound each cavity. In the exemplary arrangement, the central strut engages the top cavity wall portion generally at the midpoint between the top corner recesses 88 and 90. Of course it should be understood that this configuration is exemplary and in other embodiments, other approaches may be used.
Each elongated support member is longitudinally extended within a respective cavity 56 so that the support members are positioned within the cavities as shown in 
  
Trailer 122 includes a concentrated load 126 in engagement with the deck 124 and the load supporting surfaces 50 of the deck pieces. In the exemplary arrangement, the load 126 may include a heavy steel coil or other relatively massive load that has its weight concentrated in a relatively small area of the load supporting deck 124.
The force resulting from gravity on the load 126 acts on the load engaging surface 50 of the deck pieces in a load area as represented by Arrow L in 
Further, as can be appreciated from this example, such additional strength and crush resistance may only be necessary in the load area where the force of the load 126 is applied. As a result, the support members may not be required in the cavities in other areas of the deck pieces that are disposed away from the load area. The ability of the exemplary embodiment to avoid the need for the additional weight of the support members where the additional strength and crush resistance is not needed, reduce the weight of the trailer or other cargo carrying vehicle which provides for improved fuel economy and other desirable properties.
As can be appreciated, different types of cargo carrying vehicles may have load areas in numerous different areas of the cargo supporting deck or other load supporting structures. The exemplary embodiments enable the load supporting areas to be reinforced by the inclusion of the support members within the cavities of the deck piece structures in the areas where support is needed. Further, such support members can be selectively arranged so as to provide the additional strength in the areas where it is needed.
Further, in exemplary embodiments the cargo supporting deck pieces can have the support members initially arranged and/or reconfigured as necessary to help strengthen the load areas that require additional support due to the need to haul different arrangements or types of cargo. The exemplary arrangements enable the support members to be positioned, and also removed and repositioned so as to provide the additional support in load areas that require it for different cargo configurations. This enables the structure of some exemplary embodiments to be more versatile and used for moving more types of cargo while maintaining the strength and rigidity of the vehicle structure.
It should be understood that while in the exemplary embodiments the deck pieces include cavities that are generally rectangular in transverse cross section, in other embodiments other cavity configurations and arrangements may be used. Such cavities may have other shapes which are sized and suitably configured for receiving selectively positionable longitudinal support members. Further, it should be understood that the configuration of the support members including the pair of divergent legs and central strut is exemplary of support structures that may be utilized. Other support structure configurations may be utilized for purposes of providing contacting relation in a plurality of locations with at least one cavity wall that bounds a particular cavity. Such support members may include other different configurations in transverse cross section such as V-shaped members, diamond shaped members, triangular shaped members, I-beam shaped members, or other members that are suitable for providing additional support at selected longitudinal locations within the cavity configuration. In exemplary arrangements, the support members may comprise structures comprised of a plurality beam portions and/or hollow cross sections to supply support while minimizing the weight of the support members.
In other exemplary embodiments, support members like that shown in the previously described exemplary embodiment may be used in an orientation that is inverted from the orientation previously shown. For example, the divergent pair of legs may be oriented so as to extend upwardly from an apex portion which is the area of the support member where the legs of the support member come together. Further in some alternative exemplary arrangements support pieces may be configured in a V shape with the legs extending in a direction either upwardly or downwardly from the apex portion. In such arrangements in lieu of a central strut, the apex portion may define an end on an opposed side of the legs that is in contacting longitudinally movable relation with an adjacent laterally extending surface of a cavity wall. In some exemplary arrangements where the at least one wall bounding the cavity includes a gap, the laterally extending surface in engagement with the end disposed at the apex portion, may be on a side of the cavity that is vertically opposite the gap. In other exemplary arrangements support members may include leg portions or member portions that are curved, straight or that include members that are both curved and straight. Numerous different support members and corresponding cavity shapes may be utilized.
Further in some arrangements deck pieces may be utilized that include cavities in transverse cross-section that serve to provide cavities for gas flow, cooling or other functions that are useful in connection with the particular cargo that is to be supported by the deck piece. For example in some container arrangements it may be useful to enable the air or other gas within the container to be in contact with more of the material supported on the support deck than would otherwise occur in a configuration where the support deck includes a generally laterally continuous load engaging surface. In such arrangements deck support pieces may include longitudinally elongated cavities that include laterally spaced longitudinal gaps in a cargo supporting surface thereof. In such arrangements support members may be positioned in such cavities to provide additional strength and crush resistance to the load supporting deck while enabling substantial portions of the supported load to have the elongated gaps in underlying relation thereof. For example in some arrangements the deck support pieces previously described may be inverted to have elongated gaps underlying the load to achieve this configuration. Alternatively in other arrangements other configurations may be used.
Further exemplary arrangements may include other or additional features for providing weight savings for load supporting deck pieces. Such features may include, for example, different configurations of gaps which are included in the back surface or other surfaces so as to reduce the amount of material and weight thereof. Further other exemplary deck piece structures may include angled wall surfaces or other surface configurations that provide suitable support while reducing the amount of material and weight needed for the cargo supporting structure. Numerous different configurations and arrangements may be devised for different types of cargo supporting arrangements based on the teachings provided herein to produce suitable load supporting structures for the transport of various types of cargo by vehicles of various structures and arrangements.
Thus the exemplary embodiments described herein achieve improved operation, eliminate difficulties encountered in the use of prior devices and systems, and attain the useful results as described herein.
In the foregoing description, certain terms have been used for brevity, clarity and understanding. However, no unnecessary limitations are to be implied therefrom because such terms are used for descriptive purposes and are intended to be broadly construed. Moreover, the descriptions and illustrations herein are by way of examples and the new and useful concepts and structures are not limited to the features shown and described.
It should be understood that features and/or relationships associated with one embodiment may be combined with features and/or relationships of another embodiment. That is, various features and/or relationships from various embodiments can be combined in further embodiments. The inventive scope of the disclosure is not limited to only the embodiments shown or described herein.
Having described the features, discoveries and principles of the exemplary embodiments, the manner in which they are constructed and operated and the advantages and useful results attained; the new and useful features, devices, elements, arrangements, parts, combinations, systems, equipment, operations, methods, processes and relationships are set forth in the appended claim
| Number | Name | Date | Kind | 
|---|---|---|---|
| 1708753 | Dalton | Apr 1929 | A | 
| 1957497 | Galanot | May 1934 | A | 
| 2277615 | Townsend | Mar 1942 | A | 
| 2356008 | Schafer | Aug 1944 | A | 
| 2490532 | Glenway, Jr. | Dec 1949 | A | 
| 2534501 | Coleman | Dec 1950 | A | 
| 2600140 | Torseth | Jun 1952 | A | 
| 2622918 | Nallinger | Aug 1956 | A | 
| 2758870 | Nallinger | Aug 1956 | A | 
| 2769661 | Schonrock | Nov 1956 | A | 
| 2791439 | Swanson | May 1957 | A | 
| 2812192 | Cole | Nov 1957 | A | 
| 2815980 | Harbers et al. | Dec 1957 | A | 
| 2844864 | Schilberg | Jul 1958 | A | 
| 2861837 | Morse | Nov 1958 | A | 
| 3042423 | Bock | Jul 1962 | A | 
| 3062338 | De Ridder et al. | Nov 1962 | A | 
| 3066394 | Litzka | Dec 1962 | A | 
| 3088420 | Faverty | May 1963 | A | 
| 3100556 | De Ridder | Aug 1963 | A | 
| 3123017 | Konig et al. | Mar 1964 | A | 
| 3175284 | Cotovsky | Mar 1965 | A | 
| 3260438 | Bergantini | Jul 1966 | A | 
| 3274450 | Siebold | Sep 1966 | A | 
| 3283464 | Litzka | Nov 1966 | A | 
| 3295197 | Bunn et al. | Jan 1967 | A | 
| 3319393 | Tantlinger et al. | May 1967 | A | 
| 3355043 | Talbert | Nov 1967 | A | 
| 3380216 | Spence | Apr 1968 | A | 
| 3434198 | Bergantini | Mar 1969 | A | 
| 3460235 | Roberts et al. | Aug 1969 | A | 
| 3481627 | Felburn | Dec 1969 | A | 
| 3552798 | Cole et al. | Jan 1971 | A | 
| 3579832 | Cooper, Jr. | May 1971 | A | 
| 3612569 | Marinelli | Oct 1971 | A | 
| 3622194 | Bryk | Nov 1971 | A | 
| 3630694 | Enright et al. | Dec 1971 | A | 
| 3664816 | Finnegan | May 1972 | A | 
| 3699870 | Cantagallo et al. | Oct 1972 | A | 
| 3705732 | Marinelli | Dec 1972 | A | 
| 3733849 | Cantagallo et al. | May 1973 | A | 
| 3777438 | Brown | Dec 1973 | A | 
| 3807759 | Vornberger | Apr 1974 | A | 
| 3829148 | Stoneburner | Aug 1974 | A | 
| 3848920 | Crosswell et al. | Nov 1974 | A | 
| 3872577 | Kugler et al. | Mar 1975 | A | 
| 3886705 | Cornland | Jun 1975 | A | 
| 3892423 | Smith | Jul 1975 | A | 
| 3907351 | Pozelt et al. | Sep 1975 | A | 
| 3909059 | Benninger et al. | Sep 1975 | A | 
| 3960405 | DeLong | Jun 1976 | A | 
| 3975612 | Nakazaki | Aug 1976 | A | 
| 3995405 | Peterson | Dec 1976 | A | 
| 3999346 | Fetherston | Dec 1976 | A | 
| 4054316 | DeLong | Oct 1977 | A | 
| 4060145 | Kingman et al. | Nov 1977 | A | 
| 4065885 | Blick, III et al. | Jan 1978 | A | 
| 4084834 | Becker | Apr 1978 | A | 
| 4104840 | Heintz | Aug 1978 | A | 
| 4107892 | Bellem | Aug 1978 | A | 
| 4111485 | Martin | Sep 1978 | A | 
| 4126354 | DeLong et al. | Nov 1978 | A | 
| 4145080 | Miller et al. | Mar 1979 | A | 
| 4208898 | Ames et al. | Jun 1980 | A | 
| 4212405 | Schmidt | Jul 1980 | A | 
| 4226465 | McCullough | Oct 1980 | A | 
| 4232884 | DeWitt | Nov 1980 | A | 
| 4273381 | Bibeau et al. | Jun 1981 | A | 
| 4281235 | Peloquin | Jul 1981 | A | 
| 4288957 | Meehan | Sep 1981 | A | 
| 4294638 | Rasmussen | Oct 1981 | A | 
| 4315707 | Fernbach | Feb 1982 | A | 
| 4356675 | Reicherts | Nov 1982 | A | 
| 4357047 | Katz | Nov 1982 | A | 
| 4437699 | Lewis et al. | Mar 1984 | A | 
| 4456413 | Pavlick | Jun 1984 | A | 
| 4460205 | Glance | Jul 1984 | A | 
| 4534589 | Booher | Aug 1985 | A | 
| 4546969 | Wilson | Oct 1985 | A | 
| 4564233 | Booher | Jan 1986 | A | 
| 4586646 | Booher | May 1986 | A | 
| 4612744 | Shamash | Sep 1986 | A | 
| 4616879 | Booher | Oct 1986 | A | 
| 4626022 | Booher | Dec 1986 | A | 
| 4751249 | Wycech | Jun 1988 | A | 
| 4758128 | Law | Jul 1988 | A | 
| 4777774 | Smalley, III | Oct 1988 | A | 
| 4787669 | Wante | Nov 1988 | A | 
| 4787670 | Bentz | Nov 1988 | A | 
| 4800619 | Hudak | Jan 1989 | A | 
| 4806065 | Holt et al. | Feb 1989 | A | 
| 4877293 | French et al. | Oct 1989 | A | 
| 4904017 | Ehrlich | Feb 1990 | A | 
| 4907735 | Ushioda et al. | Mar 1990 | A | 
| 4936065 | Hutchinson | Jun 1990 | A | 
| 4940279 | Abott et al. | Jul 1990 | A | 
| 4954039 | Johnston et al. | Sep 1990 | A | 
| 4956954 | Horgan, Jr. | Sep 1990 | A | 
| 4991760 | Coryell | Feb 1991 | A | 
| 5007791 | Boughton | Apr 1991 | A | 
| 5026112 | Rice | Jun 1991 | A | 
| 5041318 | Hulls | Aug 1991 | A | 
| 5042395 | Wackerle et al. | Aug 1991 | A | 
| 5080548 | Bratlie et al. | Jan 1992 | A | 
| 5140913 | Takeichi | Aug 1992 | A | 
| 5170605 | Huddle | Dec 1992 | A | 
| 5185193 | Phenicie | Feb 1993 | A | 
| 5204149 | Phenicie | Apr 1993 | A | 
| 5210921 | Booher | May 1993 | A | 
| 5336027 | Paddock | Aug 1994 | A | 
| 5345737 | Latchinian | Sep 1994 | A | 
| 5354165 | Booher | Oct 1994 | A | 
| 5401129 | Eatinger | Mar 1995 | A | 
| 5403062 | Sjostedt et al. | Apr 1995 | A | 
| 5403063 | Sjostedt et al. | Apr 1995 | A | 
| 5425608 | Reitnouer | Jun 1995 | A | 
| 5433501 | Thomas et al. | Jul 1995 | A | 
| 5449081 | Sjostedt et al. | Sep 1995 | A | 
| 5474331 | Booher | Dec 1995 | A | 
| 5476348 | Shelleby | Dec 1995 | A | 
| 5507405 | Thomas et al. | Apr 1996 | A | 
| 5515902 | Hoffman | May 1996 | A | 
| 5553906 | Kunz | Sep 1996 | A | 
| 5588693 | Higginson et al. | Dec 1996 | A | 
| 5608999 | McNamara | Mar 1997 | A | 
| 5613726 | Hobbs | Mar 1997 | A | 
| 5622116 | Carlton | Apr 1997 | A | 
| 5642827 | Madsen | Jul 1997 | A | 
| 5655792 | Booher | Aug 1997 | A | 
| 5658120 | Watanabe | Aug 1997 | A | 
| 5664826 | Wilkens | Sep 1997 | A | 
| 5674556 | Fukumura et al. | Oct 1997 | A | 
| 5678715 | Sjostedt et al. | Oct 1997 | A | 
| 5681095 | Martin | Oct 1997 | A | 
| 5715641 | Hall, Jr. | Feb 1998 | A | 
| 5730485 | Sjostedt et al. | Mar 1998 | A | 
| 5741042 | Livingston et al. | Apr 1998 | A | 
| 5791726 | Kaufman | Aug 1998 | A | 
| 5794397 | Ludwig | Aug 1998 | A | 
| 5810501 | Ross | Sep 1998 | A | 
| 5816423 | Fenton et al. | Oct 1998 | A | 
| 5820192 | Yarnavick | Oct 1998 | A | 
| 5852904 | Yu et al. | Dec 1998 | A | 
| 5860377 | Akahane et al. | Jan 1999 | A | 
| 5860693 | Ehrlich | Jan 1999 | A | 
| 5876089 | Ehrlich | Mar 1999 | A | 
| 5927915 | Grove, Sr. | Jul 1999 | A | 
| 5934741 | Beukers et al. | Aug 1999 | A | 
| 5938274 | Ehrlich | Aug 1999 | A | 
| 5944349 | Bowling | Aug 1999 | A | 
| 5950377 | Yoder | Sep 1999 | A | 
| 5954465 | Ellerbush | Sep 1999 | A | 
| 5992117 | Schmidt | Nov 1999 | A | 
| 5997076 | Ehrlich | Dec 1999 | A | 
| 6065261 | Fehr et al. | May 2000 | A | 
| 6095715 | Hulls | Aug 2000 | A | 
| 6109684 | Reitnouer | Aug 2000 | A | 
| 6174023 | Booher | Jan 2001 | B1 | 
| 6256953 | Vulin | Jul 2001 | B1 | 
| 6316384 | Brück et al. | Nov 2001 | B1 | 
| 6458301 | Hendrix | Oct 2002 | B1 | 
| 6669271 | Booher | Dec 2003 | B2 | 
| 6729816 | Booher | May 2004 | B2 | 
| 6929311 | Booher | Aug 2005 | B2 | 
| 7014252 | Booher | Mar 2006 | B2 | 
| 7100972 | Booher | Mar 2006 | B2 | 
| 7950722 | Booher | May 2011 | B2 | 
| 20060071506 | Adams | Apr 2006 | A1 | 
| 20060088395 | Booher | Apr 2006 | A1 | 
| 20070145702 | Booher | Jun 2007 | A1 | 
| 20090315297 | Nadeau | Dec 2009 | A1 | 
| 20120104796 | Balaz | May 2012 | A1 | 
| 20120169087 | Griffin | Jul 2012 | A1 | 
| Number | Date | Country | |
|---|---|---|---|
| 62378523 | Aug 2016 | US |