US5104039A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Railroad tie
Assignee: CXT INCORPORATED PO BOX 14918 SPOKANE WASHINGTON 99214-0928 A CORP OF DELAWARE
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Filing: 1991-02-22
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Granted: 1992-04-14
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Expires: 2011-02-22
Abstract
Abstract A railroad tie 10 is described. The tie includes elongated side surfaces 23 with a plurality of ballast locking indentations 34 formed therein. The indentations converge from open upward ends 35 to reduced bottom ends 36. The configuration of the locking indentations at the bottom ends is such that the indentations will receive the maximum aggregate size within the ballast. The tie body, provided with the indentations, and relationship of the sides 23 to the indentations 34 is such that maximum resistance is offered by the tie to longitudinal movement of the tie in the ballast with respect to the tie length dimension.
Inventors
- 👤 Roger K. Oestmann
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-04 19:36
CPC Classifications
E; E01; E01B; E01B3/00; E01B3/28; E01B3/16; E01B3/20
Claims Analysis
Total Claims: 12
Claim 1
Independent Claim
162 words
A concrete railroad tie for placement in ballast wiht aggregate having a maximum dimension, comprising: an elongated tie body defining a longitudinal axis along its major length, said tie body including a longitudinal top surface for placement of a railway rail thereon, a bottom surface, and two opposed outside surfaces extending between opposed transverse ends; said tie body including a plurality of ballast locking indentations formed therein along the two opposed outside surfaces, each indentation extending between the top surface and the bottom surface, each indentation converging downwardly from an enlarged top end having an enlarged width dimension measured along the longitudinal axis to a reduced bottom end having a reduced width dimension measured along the longitudinal axis, said reduced bottom end extending to and opening at the bottom surface of the tie body, said enlarged top end extending to and opening at the top surface of the tie body, said reduced width being substantially equal to the maximum size dimension aggregate.
Claim 2
Dependent Claim
162 words
A concrete railroad tie for placement in ballast wiht aggregate having a maximum dimension, comprising: an elongated tie body defining a longitudinal axis along its major length, said tie body including a longitudinal top surface for placement of a railway rail thereon, a bottom surface, and two opposed outside surfaces extending between opposed transverse ends; said tie body including a plurality of ballast locking indentations formed therein along the two opposed outside surfaces, each indentation extending between the top surface and the bottom surface, each indentation converging downwardly from an enlarged top end having an enlarged width dimension measured along the longitudinal axis to a reduced bottom end having a reduced width dimension measured along the longitudinal axis, said reduced bottom end extending to and opening at the bottom surface of the tie body, said enlarged top end extending to and opening at the top surface of the tie body, said reduced width being substantially equal to the maximum size dimension aggregate.
Claim 3
Dependent Claim
27 words
A railroad tie as claimed by claim 1 wherein the body includes reinforcing members extending longitudinally within the body, adjacent the outside surfaces between the body ends.
Claim 4
Dependent Claim
30 words
A railroad tie as claimed by claim 1 wherein the body sides diverge laterally with respect to the elongation of the body from the top surface to the bottom surface.
Claim 5
Dependent Claim
22 words
A railroad tie as claimed by claim 1 wherein the reduced width dimension of the reduced bottom end is approximately 2.5 inches.
Claim 6
Dependent Claim
50 words
A railroad tie as claimed by claim 1 wherein each indentation includes a depth dimension measurable inwardly into the tie body from the adjacent side surface, and wherein the depth dimension tapers from a maximum dimension at the bottom indentation end to a minimum dimension at the top indentation end.
Claim 7
Dependent Claim
58 words
A railroad tie as claimed by claim 1 wherein each indentation includes a depth dimension measurable inwardly into the tie body from the adjacent side surface, and wherein the depth dimension tapers from a maximum dimension of approximately 0.5 inches at the bottom indentation end to a minimum dimension less than 0.5 inches at the top indentation end.
Claim 8
Dependent Claim
73 words
A railroad tie as claimed by claim 1 wherein the reduced width dimension of the reduced bottom end is approximately 2.5 inches; and wherein each indentation includes a depth dimension measurable inwardly into the tie body from the adjacent side surface, and wherein the depth dimension tapers from a maximum dimension of approximately 0.5 inches at the bottom indentation end to a minimum dimension less than 0.50 inches at the top indentation end.
Claim 9
Dependent Claim
86 words
A railroad tie as claimed by claim 1 wherein the body sides diverge laterally with respect to the elongation of the body from the top surface to the bottom surface; and wherein each indentation includes a depth dimension measurable inwardly into the tie body from the adjacent side surface, and wherein the depth dimension tapers from a maximum dimension of approximately 0.5 inches from the adjacent side surface at the bottom indentation end to a minimum dimension less than 0.5 inches at the top indentation end.
Claim 10
Dependent Claim
168 words
A concrete railroad tie for placement in ballast with aggregate having a maximum dimension, comprising: an elongated tie body defining a longitudinal axis along its major length, said body including a longitudinal top surface for placement of a railway rail thereon, a bottom surface, and two opposed outside surfaces extending between opposed transverse ends; said tie body including a plurality of ballast locking indentations formed therein along the two opposed outside surfaces, each indentation extending between the top surface and the bottom surface, each indentation converging downwardly from an enlarged top end having an enlarged width dimension measured along the longitudinal axis to a reduced bottom end having a reduced width dimension measured along the longitudinal axis, said reduced width being substantially equal to the maximum size dimension aggregate; and each indentation inlcuding a depth dimension measurable inwardly into the tie body from the outside surface, said depth dimension tapering form a maximum dimension at the reduced bottom end to a minimum dimension at the enlarged top end.
Claim 11
Dependent Claim
168 words
A concrete railroad tie for placement in ballast with aggregate having a maximum dimension, comprising: an elongated tie body defining a longitudinal axis along its major length, said body including a longitudinal top surface for placement of a railway rail thereon, a bottom surface, and two opposed outside surfaces extending between opposed transverse ends; said tie body including a plurality of ballast locking indentations formed therein along the two opposed outside surfaces, each indentation extending between the top surface and the bottom surface, each indentation converging downwardly from an enlarged top end having an enlarged width dimension measured along the longitudinal axis to a reduced bottom end having a reduced width dimension measured along the longitudinal axis, said reduced width being substantially equal to the maximum size dimension aggregate; and each indentation inlcuding a depth dimension measurable inwardly into the tie body from the outside surface, said depth dimension tapering form a maximum dimension at the reduced bottom end to a minimum dimension at the enlarged top end.
Claim 12
Dependent Claim
57 words
A railroad tie as claimed by claim 9 wherein the reduced width dimension of the reduced bottom end is approximately 2.5 inches; and wherein the depth dimension of each indentation tapers from a maximum dimension of approximately 0.5 inches at the bottom indentation end to a minimum dimension less than 0.5 inches at the top indentation end.
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USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1995-04-14 | 1995-10-14 | 1996-04-14 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1999-04-14 | 1999-10-14 | 2000-04-14 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 2003-04-14 | 2003-10-14 | 2004-04-14 | $7700.00 | Window Closed / Lapsed |