A masonry reinforcement structure comprising parallel cords
US-2016010348-A1 · Jan 14, 2016 · US
US10487448B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-10487448-B2 |
| Application number | US-201515308304-A |
| Country | US |
| Kind code | B2 |
| Filing date | Apr 7, 2015 |
| Priority date | May 8, 2014 |
| Publication date | Nov 26, 2019 |
| Grant date | Nov 26, 2019 |
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A steel cord for reinforcing a breaker or belt ply in a rubber tire having a core group and a sheath group. The core group consists of two to four core steel filaments with a first diameter dc and the sheath group consists of one to six sheath steel filaments with a second diameter ds. The ratio dc/ds of the first diameter dc to the second diameter ds ranges from 1.10 to 1.70. The two core steel filaments are untwisted or have a twisting step greater than 300 mm. The sheath group is twisted around the core group with a cord twisting step in a cord twisting direction. The ratio of the difference in residual torsions of the core group and the sheath group to the difference in saturation level between the core group and the sheath group ranges from 0.10 to 0.65, preferably from 0.10 to 0.60.
Opening claim text (preview).
The invention claimed is: 1. A steel cord adapted to reinforce a breaker or belt ply in a rubber tire, said steel cord comprising a core group and a sheath group, said core group consisting of two to four core steel filaments with a first diameter d c , said sheath group consisting of one to six sheath steel filaments with a second diameter d s , the ratio d c /d s of said first diameter d c to said second diameter d s ranging from 1.10 to 1.70, said core steel filaments being untwisted or having a twist pitch of greater than 300 mm, said sheath group being twisted around said core group with a cord twisting step in a cord twisting direction, wherein the ratio ρ of the absolute value of the difference in residual torsions between the core group and the sheath group to the absolute value of the difference in saturation level between the core group and the sheath group ranges from 0.15 to 0.65. 2. The steel cord according to claim 1 , wherein the amount of residual torsions of said core group is different from the amount of residual torsions of said sheath group. 3. The steel cord according to claim 1 , wherein each sheath filament is twisted by itself. 4. The steel cord according to claim 1 , wherein said one to six sheath steel filaments are twisted around each other with said cord twisting step and in said cord twisting direction. 5. The steel cord according to claim 1 , wherein each of said core steel filaments has a wave height h c ranging from 2.2xd c to 2.7xd c . 6. The steel cord according to claim 1 , wherein each of said sheath filaments has a wave height h s ranging from 2.2xd s to 3.9xd s . 7. The steel cord according to claim 1 , wherein said steel cord has no flare. 8. The steel cord according to claim 1 , wherein said steel cord has a tensile strength exceeding 2500 MPa. 9. A rubber ply comprising a plurality of steel cords according to claim 1 , said steel cords being arranged in parallel next to each other, said rubber ply having a tip rise being lower than 30 mm. 10. The steel cord according to claim 1 , wherein the ratio ρ of the absolute value of the difference in residual torsions ranges from 0.25 to 0.50. 11. The steel cord according to claim 1 , wherein said steel cord has a tensile strength exceeding 2700 MPa.
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characterised by a value or range of the dimension given · CPC title
arranged parallel to the axis · CPC title
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