The present invention relates to a tire having unique reinforcements in the crown portion.
The resistance of a tire to road hazards is an important aspect of time performance along with characteristics such as rolling resistance, traction, wear, and others. As used herein, road hazard performance refers to the tire's ability to impact an obstacle in the roadway without suffering critical structural damage along the crown portion of the tire. For example, during operation, the tire might encounter a rock, hole, or other hazard with potential to damage reinforcements in the crown portion of the tire.
One well-known test for road hazard performance is referred to as the breaking energy test (BE test) that is set forth by the United States Government as FMVSS 119 or DOT 119. In this test, a steel plunger is forced perpendicular to the tread of a mounted and inflated tire until the tire either ruptures (with the resulting air loss) or the plunger is stopped by reaching the rim. The plunger penetration distance and the force test points are then used to calculate a breaking energy that must exceed the required “minimum breaking energy” set by e.g., a governing or regulatory body. As such, the BE test is intended to measure the ability of the tire to absorb the energy associated with a road hazard impact.
Conventionally, various alternatives are available to improve a tire's road hazard performance. For example, one or more reinforcement layers can be added to the crown portion of the tire. The strength of cables in the reinforcement layers can be increased. The pace (i.e. spacing between) of the reinforcement cables in the reinforcement layers can be decreased. Typically, these potential solutions add considerable penalties in cost, mass, and/or rolling resistance of the tire.
Accordingly, a tire that can provide resistance to road hazards would be useful. More particularly, a tire than can provide resistance to road hazards while avoiding penalties in e.g., mass, cost, and or rolling resistance associated with conventional solutions would be particularly beneficial.
The present invention relates to a tire that provides increased resistance to road hazards without incurring significant penalties in mass, cost, or rolling resistance. A least one ply, referred to herein as a “breaker ply,” is positioned radially outward of a body ply and includes reinforcements positioned at particular angle relative to the circumferential direction C or the equatorial plane EP of the tire. The width, W, of the breaking ply can be minimized based on the angle of its reinforcements so as to help reduce the mass, cost, and rolling resistance of the tire. Additional objects and advantages of the invention will be set forth in part in the following description, or may be apparent from the description, or may be learned through practice of the invention.
In one exemplary embodiment of the present invention, the present invention provides a tire defining axial, circumferential, and radial directions. The tire defines an equatorial plane. The tire includes a pair of opposing bead portions, a pair of opposing sidewall portions, wherein each sidewall portion is configured for connection to a rim of a wheel with a bead portion. A crown portion is connected between opposing sidewall portions. A body ply extends between the bead portions and through the opposing sidewall portions and crown portion.
A breaker ply is positioned in the crown portion and radially outward of the body ply. A first working ply is positioned in the crown portion and radially outward of the breaker ply. A second working ply is positioned in the crown portion and radially outward of the first working ply.
The breaker ply includes a plurality of breaker ply reinforcement elements having a length of no more than 155 mm, at an angle θ from the equatorial plane, wherein the range of θ is 5°≤θ≤60°.
The tire may include a layer of circumferential reinforcement elements positioned in the crown layer.
These and other features, aspects and advantages of the present invention will become better understood with reference to the following description and appended claims. The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and, together with the description, serve to explain the principles of the invention.
A full and enabling disclosure of the present invention, including the best mode thereof, directed to one of ordinary skill in the art, is set forth in the specification, which makes reference to the appended figures, in which:
For purposes of describing the invention, reference now will be made in detail to embodiments of the invention, one or more examples of which are illustrated in the drawings. Each example is provided by way of explanation of the invention, not limitation of the invention. In fact, it will be apparent to those skilled in the art that various modifications and variations can be made in the present invention without departing from the scope or spirit of the invention. For instance, features illustrated or described as part of one embodiment, can be used with another embodiment to yield a still further embodiment. Thus, it is intended that the present invention covers such modifications and variations as come within the scope of the appended claims and their equivalents.
As stated above, a tire's resistance to impact with road hazards can be measured using a breaking energy (BE) test such as FMVSS 119 or DOT 119, which are well known and published. One aspect of the inventors' present discovery is that the mass of reinforcements used in the crown portion of a tire can be reduced while actually improving the tire's resistance to road hazard performance. This discovery contradicts conventional methods whereby the mass of the tire is increased by adding belts to the tire, decreasing the pace (e.g., increasing the density) of cord reinforcements, and similar approaches that undesirably increase the rolling resistance and manufacturing cost of the tire.
As used herein:
Cords are “inextensible” when such cords have, under a tensile force equal to 10% of their breaking strength, a relative elongation of at most 0.2%.
“Pace” refers to the distance A between adjacent reinforcement elements in the layer of the reinforcing ply.
Tire 100 is symmetrical about the equatorial plane EP and, therefore, bisects tire 100 into opposing halves of substantially the same construction for which
Referring to
Tire 100 includes a first working ply 114 and a second working ply 116, where second working ply 116 is positioned radially outward of first working ply 114. For this embodiment, first working ply 114 includes a plurality of first working ply reinforcements 114R that are parallel to each other within ply 114. Similarly, second working ply 116 includes a plurality of second working ply reinforcements 116R that are parallel to each other within ply 116.
In one exemplary embodiment, the range of α is 10°≤|α114R|≤45° for first working ply reinforcements 114R and is 10°≤|α116R|45° for second working ply reinforcements 116R. First working ply 114 and second working ply 116 are both positioned radially outward of body 108 along crown portion 106.
In one particular embodiment, first working ply reinforcements 114R of first working ply 114 are constructed as inextensible 9.26 metal cords, wherein each cord includes 9 metal wires with each wire being 0.26 mm in diameter. For this embodiment, second working ply reinforcements 116R of second working ply 116 are also constructed as inextensible 9.26 metal cords, wherein each cord includes 9 metal wires with each wire being 0.26 mm in diameter. Other constructions may be used as well.
In certain embodiments of the invention, working ply 114 and working ply 116 have different widths along axial direction A. For example, the difference in widths along the axial direction may be the range of 10 mm to 30 mm. In certain embodiments, the first working ply 114 has the narrower axial width, W114, as compared to the axial width, W116 of second working ply 116. In one particular embodiment, tire 100 includes a first working ply 114 having an axial width W114 of 366 mm and a second working ply 116 having an axial width W116 of 344 mm.
Tire 100 includes a breaker ply 122 positioned radially outward of body ply 108 but radially inward of all other plies in crown portion 106. Breaker ply 122 has an axial width W122, which is the width of breaker ply 122 along axial direction A. Breaker ply 122 includes a plurality of breaker ply reinforcement elements 122R (
In one exemplary embodiment, each reinforcement element 122R is constructed from an inextensible cord. For example, breaker ply 122 may be constructed from a plurality of unbelted, inextensible 7.26 metal cords 122R, wherein each cord includes 7 metal wires with each wire being 0.26″ in diameter. By way of additional example, breaker ply 122 could also be 9.35 (9 wires of 0.35 mm diameter. Other cable sizes and configurations may be used as well.
In addition, each reinforcement element 122R within breaker ply 122 is at an angle θ from the equatorial plane EP where θ is 5°≤|θ|≤60°. In one particular embodiment, the range of θ is 35°≤|θ|≤60°. In another particular embodiment, the range of θ is 40°≤|θ|≤60°. In still another particular embodiment, |θ| is 40 degrees.
By way of contrast,
More particularly, the length L of the breaker ply can be maintained at L≤155 mm and at angles 5°≤|θ|≤60°, which has the effect of maintaining a lower axial width, W122, of the breaker ply. Specifically, axial width, W122, can be calculated as follows:
W
122
=L*(sin (θ)) Eq. 1
Substituting that L≤155 mm for breaker ply reinforcements 122R, the relationship becomes as follows:
W
122≤155*(sin (θ)) Eq. 2
Returning to
Circumferential reinforcement elements 123R are positioned at an angle a from the equatorial plane |α|≤5 degrees. In certain embodiments, reinforcement elements 123R are positioned at an angle a of zero degrees i.e., parallel with equatorial plane EP or circumferential direction C. The layer 123 of a plurality of circumferential reinforcing elements 123R may be constructed from at least one extensible or inextensible cord, such as e.g., a metal cord, wound to form a spiral. The cords may be coated with a rubber compound before being laid. The rubber compound then penetrates the cord under the effect of pressure and the temperature when the tire is cured. In one embodiment of the invention, the reinforcing elements are metal reinforcing elements with a secant modulus at 0.7 percent elongation comprised between 10 and 120 GPa and a maximum tangent modulus of less than 150 GPa.
The moduli expressed hereinabove are measured on a curve of tensile stress as a function of elongation determined with a preload of 20 MPa brought down to the cross section of the metal of the reinforcing element, the tensile stress corresponding to a measured tension brought down to the cross section of metal of the reinforcing element. The moduli of the same reinforcing elements can be measured on a curve of tensile stress as a function of elongation determined with a preload of 10 MPa brought down to the overall cross section of the reinforcing element, the tensile stress corresponding to a measured tension brought down to the overall cross section of the reinforcing element. The overall cross section of the reinforcing element is the cross section of a composite element made of metal and of rubber, the latter notably having penetrated the reinforcing element during the tire curing phase.
Circumferential reinforcements 123R may be straight—i.e. linear—or may have a wavy shape along their length. For example, in one exemplary embodiment, the circumferential reinforcement elements 123R include metal reinforcement elements that are wavy and have a ratio A/λ of an amplitude A to the wavelength λ in the range of 0<(A/λ)≤0.09.
Circumferential reinforcement elements 123R of layer 123 may be divided into discrete zones of different pace, and such zones may be positioned symmetrically about the equatorial plane EP. Each zone may be a single ply or a plurality of plies. For example, in
In one exemplary embodiment, the pace of reinforcement elements 123R in central zone 126 is 1 to 1.5 times the pace of reinforcement elements 123R in axially outermost zones 130, and the pace of the reinforcement elements 123R in opposing intermediate zones 128 is 1.6 to 2 times the pace of reinforcement elements 123R in axially outermost zones 130. In another exemplary embodiment, the pace of the reinforcement elements 123R in opposing intermediate zones 128 is 1.0 to 2 times the pace of reinforcement elements 123R in axially outermost zones 130.
For both embodiments of tire 100 shown in
While the present subject matter has been described in detail with respect to specific exemplary embodiments and methods thereof, it will be appreciated that those skilled in the art, upon attaining an understanding of the foregoing may readily produce alterations to, variations of, and equivalents to such embodiments. Accordingly, the scope of the present disclosure is by way of example rather than by way of limitation, and the subject disclosure does not preclude inclusion of such modifications, variations and/or additions to the present subject matter as would be readily apparent to one of ordinary skill in the art using the teachings disclosed herein.
Number | Date | Country | Kind |
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PCT/US2015/065968 | Dec 2015 | US | national |
The present application claims priority under 35 U.S.C. § 119 to PCT/US15/065968, filed Dec. 16, 2015.
Filing Document | Filing Date | Country | Kind |
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PCT/US16/66063 | 12/12/2016 | WO | 00 |