Hybrid compensation member
US-12503338-B2 · Dec 23, 2025 · US
US9309620B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-9309620-B2 |
| Application number | US-201113882558-A |
| Country | US |
| Kind code | B2 |
| Filing date | Oct 3, 2011 |
| Priority date | Nov 5, 2010 |
| Publication date | Apr 12, 2016 |
| Grant date | Apr 12, 2016 |
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Official abstract text for this publication.
A rope ( 20 ) comprising a core element ( 22 ) surrounded by a plurality of helically twisted and compacted steel strands ( 24 ) comprising steel wires ( 25, 26, 27 ) having a nominal tensile strength of at least 1960 N/mm 2 . The core element ( 22 ) comprises natural fibers having a linear density of at least 50 g/m.
Opening claim text (preview).
The invention claimed is: 1. A rope comprising a core element surrounded by a single layer comprising a plurality of helically twisted and compacted steel strands, said steel strands comprising steel wires having a nominal tensile strength of at least 1850 N/mm 2 , wherein a diameter of said rope ranges from 8.0 mm to 13 mm, and said core element comprises natural fibres. 2. The rope of claim 1 , wherein said rope is an 8×19 strand construction. 3. The rope of claim 2 , wherein said strand construction is a 19-wire Seale strand. 4. The rope of claim 1 , wherein said steel wires are galvanized. 5. The rope of claim 1 , wherein said core element is lubricated and a lubricant content ranges from 10-15% by weight of a dry portion of said natural fibres. 6. The rope of claim 1 , wherein said natural fibres are sisal. 7. The rope of claim 1 , wherein said natural fibres have a linear density of at least 50 g/m. 8. The rope of claim 1 , wherein said natural fibres have a linear density of 60 g/m. 9. Use of the rope of claim 1 as a hoisting rope for a traction elevator. 10. A hoisting rope for a traction elevator comprising the rope according to claim 1 . 11. A method of making the rope according to claim 1 , said method comprising the steps of: a) providing steel wires with a nominal tensile strength of at least 1960 N/mm 2 ; b) helically twisting said steel wires into steel strands; c) compacting said helically twisted steel strands; d) laying a single layer of said helically twisted and compacted steel strands around a core of natural fibres, wherein the rope has a diameter ranging from 8.0 mm to 13 mm. 12. The method according to claim 11 , wherein said steel wires are galvanized before helically twisting said steel wires. 13. The rope of claim 1 , wherein each helically twisted and compacted steel strand comprises a core steel wire, an intermediate layer of steel wires surrounding said core steel wire, and an outer layer of steel wires surrounding said intermediate layer of steel wires. 14. The rope of claim 1 , wherein each helically twisted and compacted steel strand comprises one core steel wire, an intermediate layer consisting of nine steel wires surrounding said core steel wire, and an outer layer consisting of nine steel wires surrounding said intermediate layer. 15. The method of claim 11 , wherein each helically twisted and compacted steel strand comprises a core steel wire, an intermediate layer of steel wires surrounding said core steel wire, and an outer layer of steel wires surrounding said intermediate layer of steel wires. 16. The method of claim 11 , wherein each helically twisted and compacted steel strand comprises one core steel wire, an intermediate layer consisting of nine steel wires surrounding said core steel wire, and an outer layer consisting of nine steel wires surrounding said intermediate layer.
characterised by the strand design · CPC title
characterised by the core design · CPC title
Smallest filamentary entity of a rope or strand, i.e. wire, filament, fiber or yarn · CPC title
three to eight strands respectively forming a single layer · CPC title
comprising postformed and thereby radially plastically deformed elements · CPC title
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