This invention relates generally to the structure of shoes. More specifically, this invention relates to the structure of running shoes. Still more particularly, this invention relates to variations in the structure of such shoes using a theoretically-ideal stability plane as a basic concept.
Existing running shoes are unnecessarily unsafe. They profoundly disrupt natural human biomechanics. The resulting unnatural foot and ankle motion leads to what are abnormally high levels of running injuries.
Proof of the unnatural effect of shoes has come quite unexpectedly from the discovery that, at the extreme end of its normal range of motion, the unshod bare foot is naturally stable, almost unsprainable, while the foot equipped with any shoe, athletic or otherwise, is artificially unstable and abnormally prone to ankle sprains. Consequently, ordinary ankle sprains must be viewed as largely an unnatural phenomena, even though fairly common. Compelling evidence demonstrates that the stability of bare feet is entirely different from the stability of shoe-equipped feet.
The underlying cause of the universal instability of shoes is a critical but correctable design flaw. That hidden flaw, so deeply ingrained in existing shoe designs, is so extraordinarily fundamental that it has remained unnoticed until now. The flaw is revealed by a novel new biomechanical test, one that is unprecedented in its simplicity. It is easy enough to be duplicated and verified by anyone; it only takes a few minutes and requires no scientific equipment or expertise. The simplicity of the test belies its surprisingly convincing results. It demonstrates an obvious difference in stability between a bare foot and a running shoe, a difference so unexpectedly huge that it makes an apparently subjective test clearly objective instead. The test proves beyond doubt that all existing shoes are unsafely unstable.
The broader implications of this uniquely unambiguous discovery are potentially far-reaching. The same fundamental flaw in existing shoes that is glaringly exposed by the new test also appears to be the major cause of chronic overuse injuries, which are unusually common in running, as well as other sport injuries. It causes the chronic injuries in the same way it causes ankle sprains; that is, by seriously disrupting natural foot and ankle biomechanics.
The applicant has introduced into the art the concept of a theoretically ideal stability plane as a structural basis for shoe designs. That concept as implemented into shoes such as street shoes and athletic shoes is presented in pending U.S. application Ser. Nos. 07/219,387, filed on Jul. 15, 1988 and Ser. No. 07/239,667, filed on Sep. 2, 1988, as well as in PCT Application No. PCT/US89/03076 filed on Jul. 14, 1989. This application develops the application of the concept of the theoretically ideal stability plane to other shoe structures and presents certain structural ideas presented in the PCT application.
Accordingly, it is a general object of this invention to elaborate upon the application of the principle of the theoretically ideal stability plane to other shoe structures.
It is another general object of this invention to provide a shoe sole which, when under load and tilting to the side, deforms in a manner which closely parallels that of the foot of its wearer, while retaining nearly the same amount of contact of the shoe sole with the ground as in its upright state.
It is still another object of this invention to provide a deformable shoe sole having the upper portion or the sides bent inwardly somewhat so that when worn the sides bend out easily to approximate a custom fit.
It is still another object of this invention to provide a shoe having a naturally contoured sole which is abbreviated along its sides to only essential structural stability and propulsion elements, which are combined and integrated into the same discontinuous shoe sole structural elements underneath the foot, which approximate the principal structural elements of a human foot and their natural articulation between elements.
These and other objects of the invention will become apparent from a detailed description of the invention which follows taken with the accompanying drawings.
Directed to achieving the aforementioned objects and to overcoming problems with prior art shoes, a shoe according to the invention comprises a sole having at least a portion thereof following the contour of a theoretically ideal stability plane, and which further includes rounded edges at the finishing edge of the sole after the last point where the constant shoe sole thickness is maintained. Thus, the upper surface of the sole does not provide an unsupported portion that creates a destabilizing torque and the bottom surface does not provide an unnatural pivoting edge.
In another aspect, the shoe includes a naturally contoured sole structure exhibiting natural deformation which closely parallels the natural deformation of a foot under the same load. In a preferred embodiment, the naturally contoured side portion of the sole extends to contours underneath the load-bearing foot. In another embodiment, the sole portion is abbreviated along its sides to essential support and propulsion elements wherein those elements are combined and integrated into the same discontinuous shoe sole structural elements underneath the foot, which approximate the principal structural elements of a human foot and their natural articulation between elements. The density of the abbreviated shoe sole can be greater than the density of the material used in an unabbreviated shoe sole to compensate for increased pressure loading. The essential support elements include the base and lateral tuberosity of the calcaneus, heads of the metatarsal, and the base of the fifth metatarsal.
The shoe sole is naturally contoured, paralleling the shape of the foot in order to parallel its natural deformation, and made from a material which, when under load and tilting to the side, deforms in a manner which closely parallels that of the foot of its wearer, while retaining nearly the same amount of contact of the shoe sole with the ground as in its upright state under load. A deformable shoe sole according to the invention may have its sides bent inwardly somewhat so that when worn the sides bend out easily to approximate a custom fit.
These and other features of the invention will become apparent from the detailed description of the invention which follows.
In the drawings:
The especially novel aspect of the testing approach is to perform the ankle spraining simulation while standing stationary. The absence of forward motion is the key to the dramatic success of the test because otherwise it is impossible to recreate for testing purposes the actual foot and ankle motion that occurs during a lateral ankle sprain, and simultaneously to do it in a controlled manner, while at normal running speed or even jogging slowly, or walking. Without the critical control achieved by slowing forward motion all the way down to zero, any test subject would end up with a sprained ankle.
That is because actual running in the real world is dynamic and involves a repetitive force maximum of three times one's full body weight for each footstep, with sudden peaks up to roughly five or six times for quick stops, missteps, and direction changes, as might be experienced when spraining an ankle. In contrast, in the static simulation test, the forces are tightly controlled and moderate, ranging from no force at all up to whatever maximum amount that is comfortable.
The Stationary Sprain Simulation Test (SSST) consists simply of standing stationary with one foot bare and the other shod with any shoe. Each foot alternately is carefully tilted to the outside up to the extreme end of its range of motion, simulating a lateral ankle sprain.
The Stationary Sprain Simulation Test clearly identifies what can be no less than a fundamental flaw in existing shoe design. It demonstrates conclusively that nature's biomechanical system, the bare foot, is far superior in stability to man's artificial shoe design. Unfortunately, it also demonstrates that the shoe's severe instability overpowers the natural stability of the human foot and synthetically creates a combined biomechanical system that is artificially unstable. The shoe is the weak link.
The test shows that the bare foot is inherently stable at the approximate 20 degree end of normal joint range because of the wide, steady foundation the bare heel 29 provides the ankle joint, as seen in FIG. 1. In fact, the area of physical contact of the bare heel 29 with the ground 43 is not much less when tilted all the way out to 20 degrees as when upright at 0 degrees.
The new Stationary Sprain Simulation Test provides a natural yardstick, totally missing until now, to determine whether any given shoe allows the foot within it to function naturally. If a shoe cannot pass this simple litmus test, it is positive proof that a particular shoe is interfering with natural foot and ankle biomechanics. The only question. is the exact extent of the interference beyond that demonstrated by the new test.
Conversely, the applicant's designs are the only designs with shoe soles thick enough to provide cushioning (thin-soled and heel-less moccasins do pass the test, but do not provide cushioning and only moderate protection) that will provide naturally stable performance, like the bare foot, in the Stationary Sprain Simulation Test.
That continued outward rotation of the shoe past 20 degrees causes the foot to slip within the shoe, shifting its position within the shoe to the outside edge, further increasing the shoe's structural instability. The slipping of the foot within the shoe is caused by the natural tendency of the foot to slide down the typically flat surface of the tilted shoe sole; the more the tilt, the stronger the tendency. The heel is shown in
It is easy to see in the two figures how totally different the physical shape of the natural bare foot is compared to the shape of the artificial shoe sole. It is strikingly odd that the two objects, which apparently both have the same biomechanical function, have completely different physical shapes. Moreover, the shoe sole clearly does not deform the same way the human foot sole does, primarily as a consequence of its dissimilar shape.
As a result of that unnatural misalignment, a lever arm 23a is set up through the shoe sole 22 between two interacting forces (called a force couple): the force of gravity on the body (usually known as body weight 133) applied at the point 24 in the upper 21 and the reaction force 134 of the ground, equal to and opposite to body weight when the shoe is upright. The force couple creates a force moment, commonly called torque, that forces the shoe 20 to rotate to the outside around the sharp corner edge 23 of the bottom sole 22, which serves as a stationary pivoting point 23 or center of rotation.
Unbalanced by the unnatural geometry of the shoe sole when tilted, the opposing two forces produce torque, causing the shoe 20 to tilt even more. As the shoe 20 tilts further, the torque forcing the rotation becomes even more powerful, so the tilting process becomes a self-reenforcing cycle. The more the shoe tilts, the more destabilizing torque is produced to further increase the tilt.
The problem may be easier to understand by looking at the diagram of the force components of body weight shown in FIG. 3A. When the shoe sole 22 is tilted out 45 degrees, as shown, only half of the downward force of body weight 133 is physically supported by the shoe sole 22; the supported force component 135 is 71% of full body weight 133. The other half of the body weight at the 45 degree tilt is unsupported physically by any shoe sole structure; the unsupported component is also 71% of full body weight 133. It therefore produces strong destabilizing outward tilting rotation, which is resisted by nothing structural except the lateral ligaments of the ankle.
At that point of 90 degree tilt, all of the full body weight 133 is directed into the unresisted and unsupported force component 136, which is destabilizing the shoe sole very powerfully. In other words, the full weight of the body is physically unsupported and therefore powering the outward rotation of the shoe sole that produces an ankle sprain. Insidiously, the farther ankle ligaments are stretched, the greater the force on them.
In stark contrast, untilted at 0 degrees, when the shoe sole is upright, resting flat on the ground, all of the force of body weight 133 is physically supported directly by the shoe sole and therefore exactly equals the supported force component 135, as also shown in FIG. 4. In the untilted position, there is no destabilizing unsupported force component 136.
For the case shown in
The capability to deform naturally is a design feature of the applicant's naturally contoured shoe sole designs, whether fully contoured or contoured only at the sides, though the fully contoured design is most optimal and is the most natural, general case, as note in the referenced Sep. 2, 1988, Application, assuming shoe sole material such as to allow natural deformation. It is an important feature because, by following the natural deformation of the human foot, the naturally deforming shoe sole can avoid interfering with the natural biomechanics of the foot and ankle.
The relative density shown in
Finally, the use of natural relative density as indicated in this figure will allow more anthropomorphic embodiments of the applicant's designs (right and left sides of
As a point of clarification, the forgoing principle of preferred relative density refers to proximity to the foot and is not inconsistent with the term uniform density as used in U.S. patent application Ser. No. 07/219,387 filed Jul. 15, 1988 and Ser. No. 07/239,667 filed Sep. 2, 1988. Uniform shoe sole density is preferred strictly in the sense of preserving even and natural support to the foot like the ground provides, so that a neutral starting point can be established, against which so-called improvements can be measured. The preferred uniform density is in marked contrast to the common practice in athletic shoes today, especially those beyond cheap or “bare bones” models, of increasing or decreasing the density of the shoe sole, particularly in the midsole, in various areas underneath the foot to provide extra support or special softness where believed necessary. The same effect is also created by areas either supported or unsupported by the tread pattern of the bottom sole. The most common example of this practice is the use of denser midsole material under the inside portion of the heel, to counteract excessive pronation.
Besides providing a better fit, the intentional undersizing of the flexible shoe sole sides allows for simplified design of shoe sole lasts, since they can be designed according to the simple geometric methodology described in FIG. 27, U.S. patent application Ser. No. 07/239,667 (filed Sep. 2, 1988). That geometric, approximation of the true actual contour of the human is close enough to provide a virtual custom fit, when compensated for by the flexible undersizing from standard shoe lasts described above.
The design of the portion of the shoe sole directly underneath the foot shown in
The forefoot can be subdivided (not shown) into its component essential structural support and propulsion elements, the individual heads of the metatarsal and the heads of the distal phalanges, so that each major articulating joint set of the foot is paralleled by a freely articulating shoe sole support propulsion element, an anthropomorphic design; various aggregations of the subdivision are also possible.
The design in
The form of the enhancement is inner shoe sole stability sides 131 that follow the natural contour of the sides 91 of the heel of the foot 90, thereby cupping the heel of the foot. The inner stability side 131 can be located directly on the top surface of the shoe sole and heel contour, or directly under the shoe insole (or integral to it), or somewhere in between. The inner stability sides are similar in structure to heel cups integrated in insoles currently in common use, but differ because of its material density, which can be relatively firm like the typical mid-sole, not soft like the insole. The difference is that because of their higher relative density, preferably like that of the uppermost midsole, the inner stability sides function as part of the shoe sole, which provides structural support to the foot, not just gentle cushioning and abrasion protection of a shoe insole. In the broadest sense, though, insoles should be considered structurally and functionally as part of the shoe sole, as should any shoe material between foot and ground, like the bottom of the shoe upper in a slip-lasted shoe or the board in a board-lasted shoe.
The inner stability side enhancement is particularly useful in converting existing conventional shoe sole design embodiments 22, as constructed within prior art, to an effective embodiment of the side stability quadrant 26 invention. This feature is important in constructing prototypes and initial production of the invention, as well as an ongoing method of low cost production, since such production would be very close to existing art.
The inner stability sides enhancement is most essential in cupping the sides and back of the heel of the foot and therefore is essential on the upper edge of the heel of the shoe sole 27, but may also be extended around all or any portion of the remaining shoe sole upper edge. The size of the inner stability sides should, however, taper down in proportion to any reduction in shoe sole thickness in the sagittal plane.
The same inner shoe sole stability sides enhancement as it applies to the previously described embodiments of the naturally contoured sides design. The enhancement positions and stabilizes the foot relative to the shoe sole, and maintains the constant shoe sole thickness (s) of the naturally contoured sides 28a design, The inner shoe sole stability sides 131 conform to the natural contour of the foot sides 29, which determine the theoretically ideal stability plane 51 for the shoe sole thickness (s). The other features of the enhancement as it applies to the naturally contoured shoe sole sides embodiment 28 are the same as described previously under
Thus, it will clearly be understood by those skilled in the art that the foregoing description has been made in terms of the preferred embodiment and various changes and modifications may be made without departing from the scope of the present invention which is to be defined by the appended claims.
This application is a continuation of U.S. application Ser. No. 08/376,661, filed on Jan. 23, 1995 U.S. Pat. No. 6,810,606; which is a continuation of U.S. application Ser. No. 08/127,487, filed on Sep. 28, 1993, now abandoned; which is a continuation of U.S. application Ser. No. 07/729,886, filed on Jul. 11, 1991, now abandoned; which is a continuation of U.S. application Ser. No. 07/400,714, filed on Aug. 30, 1989, now abandoned; which is a continuation-in-part of International Application no. PCT/US89/03076, filed on Jul. 14, 1989, designating the United States; a continuation-in-part of U.S. application Ser. No. 07/239,667, filed on Sep. 2, 1988, now abandoned; and a continuation-in-part of U.S. application Ser. No. 07/219,387, filed on Jul. 15, 1988, now abandoned.
| Number | Name | Date | Kind |
|---|---|---|---|
| 193914 | Berry | Aug 1877 | A |
| 280791 | Brooks | Jul 1883 | A |
| 288127 | Shepard | Nov 1883 | A |
| 500385 | Hall | Jun 1893 | A |
| 532429 | Rogers | Jan 1895 | A |
| 584373 | Kuhn | Jun 1897 | A |
| 1283335 | Shillcock | Oct 1918 | A |
| 1289106 | Bullock | Dec 1918 | A |
| D55115 | Barney | May 1920 | S |
| 1458446 | Shaeffer | Jun 1923 | A |
| 1622860 | Cutler | Mar 1927 | A |
| 1639381 | Manelas | Aug 1927 | A |
| 1701260 | Fischer | Feb 1929 | A |
| 1735986 | Wray | Nov 1929 | A |
| 1853034 | Bradley | Apr 1932 | A |
| 1870751 | Reach | Aug 1932 | A |
| 2120987 | Murray | Jun 1938 | A |
| 2124986 | Pipes | Jul 1938 | A |
| 2147197 | Glidden | Feb 1939 | A |
| 2155166 | Kraft | Apr 1939 | A |
| 2162912 | Craver | Jun 1939 | A |
| 2170652 | Brennan | Aug 1939 | A |
| 2179942 | Lyne | Nov 1939 | A |
| D119894 | Sherman | Apr 1940 | S |
| 2201300 | Prue | May 1940 | A |
| 2206860 | Sperry | Jul 1940 | A |
| D122131 | Sannar | Aug 1940 | S |
| D128817 | Esterson | Aug 1941 | S |
| 2251468 | Smith | Aug 1941 | A |
| 2328242 | Witherill | Aug 1943 | A |
| 2345831 | Pierson | Apr 1944 | A |
| 2433329 | Adler et al. | Dec 1947 | A |
| 2434770 | Lutey | Jan 1948 | A |
| 2470200 | Wallach | May 1949 | A |
| 2627676 | Hack | Feb 1953 | A |
| 2718715 | Spilman | Sep 1955 | A |
| 2814133 | Herbst | Nov 1957 | A |
| 3005272 | Shelare et al. | Oct 1961 | A |
| 3100354 | Lombard et al. | Aug 1963 | A |
| 3110971 | Chang | Nov 1963 | A |
| 3305947 | Kalsoy | Feb 1967 | A |
| 3308560 | Jones | Mar 1967 | A |
| 3416174 | Novitske | Dec 1968 | A |
| 3512274 | McGrath | May 1970 | A |
| 3535799 | Onitsuka | Oct 1970 | A |
| 3806974 | Di Paolo | Apr 1974 | A |
| 3824716 | Di Paolo | Jul 1974 | A |
| 3863366 | Auberry et al. | Feb 1975 | A |
| 3958291 | Spier | May 1976 | A |
| 3964181 | Holcombe, Jr. | Jun 1976 | A |
| 3997984 | Hayward | Dec 1976 | A |
| 4003145 | Liebscher et al. | Jan 1977 | A |
| 4030213 | Daswick | Jun 1977 | A |
| 4043058 | Hollister et al. | Aug 1977 | A |
| 4068395 | Senter | Jan 1978 | A |
| 4083125 | Benseler et al. | Apr 1978 | A |
| 4096649 | Saurwein | Jun 1978 | A |
| 4098011 | Bowerman et al. | Jul 1978 | A |
| 4128950 | Bowerman et al. | Dec 1978 | A |
| 4128951 | Tansill | Dec 1978 | A |
| 4141158 | Benseler et al. | Feb 1979 | A |
| 4145785 | Lacey | Mar 1979 | A |
| 4149324 | Lesser et al. | Apr 1979 | A |
| 4161828 | Benseler et al. | Jul 1979 | A |
| 4161829 | Wayser | Jul 1979 | A |
| 4170078 | Moss | Oct 1979 | A |
| 4183156 | Rudy | Jan 1980 | A |
| 4194310 | Bowerman | Mar 1980 | A |
| D256180 | Turner | Aug 1980 | S |
| D256400 | Famolare, Jr. | Aug 1980 | S |
| 4217705 | Donzis | Aug 1980 | A |
| 4219945 | Rudy | Sep 1980 | A |
| 4223457 | Borgeas | Sep 1980 | A |
| 4227320 | Borgeas | Oct 1980 | A |
| 4235026 | Plagenhoef | Nov 1980 | A |
| 4237627 | Turner | Dec 1980 | A |
| 4240214 | Sigle et al. | Dec 1980 | A |
| 4241523 | Daswick | Dec 1980 | A |
| 4245406 | Landay et al. | Jan 1981 | A |
| 4250638 | Linnemann | Feb 1981 | A |
| 4258480 | Famolare, Jr. | Mar 1981 | A |
| 4259792 | Halberstadt | Apr 1981 | A |
| 4262433 | Hagg et al. | Apr 1981 | A |
| 4263728 | Frecentese | Apr 1981 | A |
| 4266349 | Schmohl | May 1981 | A |
| 4268980 | Gudas | May 1981 | A |
| 4271606 | Rudy | Jun 1981 | A |
| 4272585 | Strassel | Jun 1981 | A |
| 4274244 | Gilbert | Jun 1981 | A |
| 4297797 | Meyers | Nov 1981 | A |
| 4302892 | Adamik | Dec 1981 | A |
| 4305212 | Coomer | Dec 1981 | A |
| 4308671 | Bretschneider | Jan 1982 | A |
| 4309832 | Hunt | Jan 1982 | A |
| 4314413 | Dassier | Feb 1982 | A |
| 4316332 | Giese et al. | Feb 1982 | A |
| 4316335 | Giese et al. | Feb 1982 | A |
| 4319412 | Muller et al. | Mar 1982 | A |
| D264017 | Turner | Apr 1982 | S |
| 4322895 | Hockerson | Apr 1982 | A |
| 4324319 | Harrison et al. | Apr 1982 | A |
| D265019 | Vermonet | Jun 1982 | S |
| 4335529 | Badalamenti | Jun 1982 | A |
| 4340626 | Rudy | Jul 1982 | A |
| 4342161 | Schmohl | Aug 1982 | A |
| 4348821 | Daswick | Sep 1982 | A |
| 4361971 | Bowerman | Dec 1982 | A |
| 4366634 | Giese et al. | Jan 1983 | A |
| 4370817 | Ratanangsu | Feb 1983 | A |
| 4372059 | Ambrose | Feb 1983 | A |
| 4398357 | Batra | Aug 1983 | A |
| 4399620 | Funck | Aug 1983 | A |
| D272294 | Watanabe | Jan 1984 | S |
| 4449306 | Cavanagh | May 1984 | A |
| 4451994 | Fowler | Jun 1984 | A |
| 4454662 | Stubblefield | Jun 1984 | A |
| 4455765 | Sjosward | Jun 1984 | A |
| 4455767 | Bergmans | Jun 1984 | A |
| 4468870 | Sternberg | Sep 1984 | A |
| 4484397 | Curley, Jr. | Nov 1984 | A |
| 4494321 | Lawlor | Jan 1985 | A |
| 4505055 | Bergmans | Mar 1985 | A |
| 4506462 | Cavanagh | Mar 1985 | A |
| 4521979 | Blaser | Jun 1985 | A |
| 4527345 | Lopez Lopez | Jul 1985 | A |
| D280568 | Stubblefield | Sep 1985 | S |
| 4542598 | Misevich et al. | Sep 1985 | A |
| 4546559 | Dassler | Oct 1985 | A |
| 4557059 | Misevich et al. | Dec 1985 | A |
| 4559723 | Hamy et al. | Dec 1985 | A |
| 4559724 | Norton | Dec 1985 | A |
| 4561195 | Onoda et al. | Dec 1985 | A |
| 4577417 | Cole | Mar 1986 | A |
| 4578882 | Talarico, II | Apr 1986 | A |
| 4580359 | Kurrash et al. | Apr 1986 | A |
| 4624061 | Wezel et al. | Nov 1986 | A |
| 4624062 | Autry | Nov 1986 | A |
| 4641438 | Laird et al. | Feb 1987 | A |
| 4642917 | Ungar | Feb 1987 | A |
| 4651445 | Hannibal | Mar 1987 | A |
| D289341 | Turner | Apr 1987 | S |
| 4670995 | Huang | Jun 1987 | A |
| 4676010 | Cheskin | Jun 1987 | A |
| 4694591 | Banich et al. | Sep 1987 | A |
| 4697361 | Ganter et al. | Oct 1987 | A |
| 4715133 | Hartjes et al. | Dec 1987 | A |
| 4724622 | Mills | Feb 1988 | A |
| 4727660 | Bernhard | Mar 1988 | A |
| 4730402 | Norton et al. | Mar 1988 | A |
| 4731939 | Parracho et al. | Mar 1988 | A |
| 4747220 | Autry et al. | May 1988 | A |
| 4748753 | Ju | Jun 1988 | A |
| 4754561 | Dufour | Jul 1988 | A |
| 4756098 | Boggia | Jul 1988 | A |
| 4757620 | Tiitola | Jul 1988 | A |
| 4759136 | Stewart et al. | Jul 1988 | A |
| 4768295 | Ito | Sep 1988 | A |
| 4769926 | Meyers | Sep 1988 | A |
| D298684 | Pitchford | Nov 1988 | S |
| 4785557 | Kelley et al. | Nov 1988 | A |
| 4817304 | Parker et al. | Apr 1989 | A |
| 4827631 | Thornton | May 1989 | A |
| 4833795 | Diaz | May 1989 | A |
| 4837949 | Dufour | Jun 1989 | A |
| D302900 | Kolman et al. | Aug 1989 | S |
| 4854057 | Misevich et al. | Aug 1989 | A |
| 4858340 | Pasternak | Aug 1989 | A |
| 4866861 | Noone | Sep 1989 | A |
| 4876807 | Titola et al. | Oct 1989 | A |
| 4890398 | Thomasson | Jan 1990 | A |
| 4894933 | Tonkel et al. | Jan 1990 | A |
| 4897936 | Fuerst | Feb 1990 | A |
| 4906502 | Rudy | Mar 1990 | A |
| 4934070 | Mauger | Jun 1990 | A |
| 4934073 | Robinson | Jun 1990 | A |
| D310131 | Hase | Aug 1990 | S |
| D310132 | Hase | Aug 1990 | S |
| 4947560 | Fuerst et al. | Aug 1990 | A |
| 4949476 | Anderie | Aug 1990 | A |
| D310906 | Hase | Oct 1990 | S |
| 4982737 | Guttmann | Jan 1991 | A |
| 4989349 | Ellis, III | Feb 1991 | A |
| D315634 | Yung-Mao | Mar 1991 | S |
| 5010662 | Dabuzhsky et al. | Apr 1991 | A |
| 5014449 | Richard et al. | May 1991 | A |
| 5024007 | DuFour | Jun 1991 | A |
| 5025573 | Giese et al. | Jun 1991 | A |
| D320302 | Kiyosawa | Oct 1991 | S |
| 5052130 | Barry et al. | Oct 1991 | A |
| 5077916 | Beneteau | Jan 1992 | A |
| 5079856 | Truelsen | Jan 1992 | A |
| 5092060 | Frachey et al. | Mar 1992 | A |
| D327164 | Hatfield | Jun 1992 | S |
| D327165 | Hatfield | Jun 1992 | S |
| 5131173 | Anderie | Jul 1992 | A |
| D328968 | Tinker | Sep 1992 | S |
| D329528 | Hatfield | Sep 1992 | S |
| D329739 | Hatfield | Sep 1992 | S |
| D330972 | Hatfield et al. | Nov 1992 | S |
| D332344 | Hatfield et al. | Jan 1993 | S |
| D332692 | Hatfield et al. | Jan 1993 | S |
| 5191727 | Barry et al. | Mar 1993 | A |
| 5224280 | Preman et al. | Jul 1993 | A |
| 5224810 | Pitkin | Jul 1993 | A |
| 5237758 | Zachman | Aug 1993 | A |
| D347105 | Johnson | May 1994 | S |
| 5317819 | Ellis, III | Jun 1994 | A |
| 5369896 | Frachey et al. | Dec 1994 | A |
| D372114 | Turner et al. | Jul 1996 | S |
| 5543194 | Rudy | Aug 1996 | A |
| 5544429 | Ellis, III | Aug 1996 | A |
| 5572805 | Giese et al. | Nov 1996 | A |
| D388594 | Turner et al. | Jan 1998 | S |
| D409362 | Turner et al. | May 1999 | S |
| D409826 | Turner et al. | May 1999 | S |
| D410138 | Turner et al. | May 1999 | S |
| 5909948 | Ellis, III | Jun 1999 | A |
| 6115941 | Ellis, III | Sep 2000 | A |
| 6115945 | Ellis, III | Sep 2000 | A |
| 6163982 | Ellis, III | Dec 2000 | A |
| D444293 | Turner et al. | Jul 2001 | S |
| D450916 | Turner et al. | Nov 2001 | S |
| Number | Date | Country |
|---|---|---|
| 1918131 | Jun 1965 | DE |
| 1918132 | Jun 1965 | DE |
| 1290844 | Mar 1969 | DE |
| 2036062 | Jul 1970 | DE |
| 1948620 | May 1971 | DE |
| 1685293 | Jul 1971 | DE |
| 1 685 260 | Oct 1971 | DE |
| 2045430 | Mar 1972 | DE |
| 2522127 | Nov 1976 | DE |
| 2525613 | Dec 1976 | DE |
| 2602310 | Jul 1977 | DE |
| 2613312 | Oct 1977 | DE |
| 27 06 645 | Aug 1978 | DE |
| 2654116 | Jan 1979 | DE |
| 27 37 765 | Mar 1979 | DE |
| 28 05 426 | Aug 1979 | DE |
| 3021936 | Apr 1981 | DE |
| 8219616.8 | Sep 1982 | DE |
| 3113295 | Oct 1982 | DE |
| 32 45 182 | May 1983 | DE |
| 33 17 462 | Oct 1983 | DE |
| 831831.7 | Dec 1984 | DE |
| 8431831 | Dec 1984 | DE |
| 3347343 | Jul 1985 | DE |
| 8530136.1 | Feb 1988 | DE |
| 36 29 245 | Mar 1988 | DE |
| 0 048 965 | Apr 1982 | EP |
| 0 083 449 | Jul 1983 | EP |
| 0 130 816 | Jan 1985 | EP |
| 0 185 727 | Jul 1986 | EP |
| 0207063 | Oct 1986 | EP |
| 0 206 511 | Dec 1986 | EP |
| 0 213 259 | Mar 1987 | EP |
| 0 215 974 | Apr 1987 | EP |
| 0 238 995 | Sep 1987 | EP |
| 0 260 777 | Mar 1988 | EP |
| 0 301 331 | Feb 1989 | EP |
| 0 329 391 | Aug 1989 | EP |
| 0 410 087 | Jan 1991 | EP |
| 602.501 | Mar 1926 | FR |
| 925.961 | Sep 1947 | FR |
| 1.004.472 | Mar 1952 | FR |
| 1245672 | Oct 1960 | FR |
| 1.323.455 | Feb 1963 | FR |
| 2 006 270 | Nov 1971 | FR |
| 2 261 721 | Sep 1975 | FR |
| 2 511 850 | Mar 1983 | FR |
| 2 622 411 | May 1989 | FR |
| 16143 | Jan 1892 | GB |
| 9591 | Jan 1913 | GB |
| 764956 | Jan 1957 | GB |
| 807305 | Jan 1959 | GB |
| 1504615 | Mar 1978 | GB |
| 2 023 405 | Jan 1980 | GB |
| 2 039 717 | Aug 1980 | GB |
| 2076633 | Dec 1981 | GB |
| 2133668 | Aug 1984 | GB |
| 2 136 670 | Sep 1984 | GB |
| 39-15597 | Aug 1964 | JP |
| 45-5154 | Mar 1970 | JP |
| 50-71132 | Nov 1975 | JP |
| 57-139333 | Aug 1982 | JP |
| 59-23525 | Jul 1984 | JP |
| 61-55810 | Apr 1986 | JP |
| 1129505 | Jun 1986 | JP |
| 61-167810 | Oct 1986 | JP |
| 1-195803 | Aug 1989 | JP |
| 2136505 | May 1990 | JP |
| 2279103 | Nov 1990 | JP |
| 3-85102 | Apr 1991 | JP |
| 3086101 | Apr 1991 | JP |
| 5-123204 | May 1993 | JP |
| 189890 | Sep 1981 | NZ |
| WO 8707480 | Dec 1987 | WO |
| WO8707481 | Dec 1987 | WO |
| WO 8808263 | Nov 1988 | WO |
| WO 8906500 | Jul 1989 | WO |
| WO 9000358 | Jan 1990 | WO |
| WO 9100698 | Jan 1991 | WO |
| WO 9103180 | Mar 1991 | WO |
| WO 9104683 | Apr 1991 | WO |
| WO 9105491 | May 1991 | WO |
| WO 9110377 | Jul 1991 | WO |
| WO 9111124 | Aug 1991 | WO |
| WO 9111924 | Aug 1991 | WO |
| WO 9119429 | Dec 1991 | WO |
| WO 9207483 | May 1992 | WO |
| WO 9218024 | Oct 1992 | WO |
| WO 9313928 | Jul 1993 | WO |
| WO 9409080 | Feb 1994 | WO |
| WO 9700029 | Jan 1997 | WO |
| WO 0064293 | Nov 2000 | WO |
| Number | Date | Country | |
|---|---|---|---|
| 20030217482 A1 | Nov 2003 | US |
| Number | Date | Country | |
|---|---|---|---|
| Parent | 08376661 | Jan 1995 | US |
| Child | 10412848 | US | |
| Parent | 08127487 | Sep 1993 | US |
| Child | 08376661 | US | |
| Parent | 07729886 | Jul 1991 | US |
| Child | 08127487 | US | |
| Parent | 07400714 | Aug 1999 | US |
| Child | 07729886 | US |
| Number | Date | Country | |
|---|---|---|---|
| Parent | PCT/US89/03076 | Jul 1989 | US |
| Child | 07400714 | US | |
| Parent | 07239667 | Sep 1988 | US |
| Child | PCT/US89/03076 | US | |
| Parent | 07219387 | Jul 1988 | US |
| Child | 07239667 | US |