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US3730310A Expired / Lapsed US ⏱️ 0.0 years remaining

Current conductor rail

Assignee: DELTA STAR Inc A DE CORP
•
Filing: 1971-09-30
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Granted: 1973-05-01
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Expires: 1991-09-30
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Abstract

Abstract An electrical current conductor rail in the form of a high strength beam of ferrous metal of ''''H'''' or ''''I'''' transverse cross-section providing longitudinally extending outwardly presenting channels on opposite sides of the beam, one or both of which channels have rigidly secured therein a non-ferrous metal extrusion of high electrical conductivity coextensive in length with that of the beam. The extrusion is provided along its full length with an outwardly presenting protuberance serving as a key for coaction with a complementally shaped splice plate for end to end coupling of a pair of such rails. Additionally the body of each extrusion is so shaped relatively to its supporting beam that when secured to the latter the central portion thereof coextensive with said protuberance may be sprung toward the central web of the beam to insure maximum electrical contact between the engaging surfaces of the beam and its extrusion.

Inventors

  • 👤 A Spiringer

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-06 17:55
CPC Classifications
B; B60; B60M; B60M1/00; B60M1/30; B60M1/302

Claims Analysis

Total Claims: 7
Claim 1
Independent Claim 495 words
In a current conducting rail system for supplying electrical energy to electrically energizable movable utilities having current collecting devices movable along the rails of said system, in combination, I. a plurality of endwise alined current conductor rails mechanically and electrically secured together in closely coupled relation, each of said rails comprising a. a main beam of generally I-shaped transverse cross-section formed of electrically conductive ferrous metal having on each of its opposite sides an outwardly presenting channel extending the full length of said main beam, each of said channels having a base wall formed by the central web and a pair of outwardly diverging side walls formed by the top and bottom flanges of said main beam, and b. an elongated auxiliary beam of non-ferrous metal having high electrical conductivity disposed in at least one side channel of said main beam, said auxiliary beam being of generally trapezoidal transverse cross-section having a pair of top and bottom sides which diverge outwardly from the inner side of said auxiliary beam to form inner corner edges which respectively nest in the corners of said main beam channel to provide, while said auxiliary beam is in its relaxed condition, an interfacial gap between the base wall of said channel and said inner side of the auxiliary beam disposed in said channel, said auxiliary beam being provided along its outer side with an outwardly projecting elongated integral keying rib having upper and lower outwardly converging edges, said rib extending the full length of the auxiliary beam in substantially centrally spaced relation between the outer edges of said top and bottom outwardly diverging sides of said auxiliary beam to serve as a key for attachment thereto of a splice plate for end to end accurately alined coupling of successive pairs of said rails, II. a splice plate commonly keyed to the outwardly projecting keying ribs of each successive pair of said auxiliary beams for mechanically and electrically coupling the same together in end to end alinement thereof, each said aplice plate having a main body portion provided with vertically spaced longitudinally extending upper and lower inwardly projecting ribs to provide therebetween a recess for commonly accomodating therein adjoining rib portions of said alined auxiliary beams, said splice plate ribs being so dimensioned as to maintain said main body portion of said splice plate and the outer edges of its vertically spaced ribs free from engagement with said main beams of said coupled composite rails, and III. means for compressively forcing said auxiliary beam and said splice plate into their fully seated positions whereby the body portions of said auxiliary beam intermediate its longitudinally extending outwardly diverging top and bottom sides is sprung inwardly toward the web of said main beam within the permissible limits of said gap and thereby simultaneously tightly wedge and secure said corners and top and bottom sides of said auxiliary beam into intimate surface engagement with the corners and outwardly diverging side walls of said channel.
Claim 2
Dependent Claim 495 words
In a current conducting rail system for supplying electrical energy to electrically energizable movable utilities having current collecting devices movable along the rails of said system, in combination, I. a plurality of endwise alined current conductor rails mechanically and electrically secured together in closely coupled relation, each of said rails comprising a. a main beam of generally I-shaped transverse cross-section formed of electrically conductive ferrous metal having on each of its opposite sides an outwardly presenting channel extending the full length of said main beam, each of said channels having a base wall formed by the central web and a pair of outwardly diverging side walls formed by the top and bottom flanges of said main beam, and b. an elongated auxiliary beam of non-ferrous metal having high electrical conductivity disposed in at least one side channel of said main beam, said auxiliary beam being of generally trapezoidal transverse cross-section having a pair of top and bottom sides which diverge outwardly from the inner side of said auxiliary beam to form inner corner edges which respectively nest in the corners of said main beam channel to provide, while said auxiliary beam is in its relaxed condition, an interfacial gap between the base wall of said channel and said inner side of the auxiliary beam disposed in said channel, said auxiliary beam being provided along its outer side with an outwardly projecting elongated integral keying rib having upper and lower outwardly converging edges, said rib extending the full length of the auxiliary beam in substantially centrally spaced relation between the outer edges of said top and bottom outwardly diverging sides of said auxiliary beam to serve as a key for attachment thereto of a splice plate for end to end accurately alined coupling of successive pairs of said rails, II. a splice plate commonly keyed to the outwardly projecting keying ribs of each successive pair of said auxiliary beams for mechanically and electrically coupling the same together in end to end alinement thereof, each said aplice plate having a main body portion provided with vertically spaced longitudinally extending upper and lower inwardly projecting ribs to provide therebetween a recess for commonly accomodating therein adjoining rib portions of said alined auxiliary beams, said splice plate ribs being so dimensioned as to maintain said main body portion of said splice plate and the outer edges of its vertically spaced ribs free from engagement with said main beams of said coupled composite rails, and III. means for compressively forcing said auxiliary beam and said splice plate into their fully seated positions whereby the body portions of said auxiliary beam intermediate its longitudinally extending outwardly diverging top and bottom sides is sprung inwardly toward the web of said main beam within the permissible limits of said gap and thereby simultaneously tightly wedge and secure said corners and top and bottom sides of said auxiliary beam into intimate surface engagement with the corners and outwardly diverging side walls of said channel.
Claim 3
Dependent Claim 32 words
A current conductor rail system as defined in claim 1 wherein both of the outwardly presenting channels of said ferrous metal main beam are each fitted with an auxiliary beam as aforesaid.
Claim 4
Dependent Claim 51 words
A current conductor rail system as defined in claim 1 wherein said compressive means consist of individual securing elements which rigidly unite said non-ferrous auxiliary beam to said main beam at a plurality of points spaced along the full length thereof as well as clamp said splice plate in rail-coupling position.
Claim 5
Dependent Claim 35 words
A current conductor rail system as defined in claim 1 wherein said main beam of ferrous metal constitutes an existing part of a current conducting system and said auxiliary beam is attached thereto in situ.
Claim 6
Dependent Claim 30 words
A current conductor rail system as defined in claim 1 wherein said auxiliary beam of non-ferrous metal is coextensive in length with that of said main beam of ferrous metal.
Claim 7
Dependent Claim 117 words
A current conductor rail system as defined in claim 1 wherein, when one of said non-ferrous auxiliary beams is secured to one side only of said ferrous main beam for the full length thereof to form one of a pair of composite rails to be coupled together in end to end alinement, the splice plate commonly keyed to the outwardly projecting keying ribs of said pair of alined rails is supplemented on the opposite side of said rails with a relatively short section of a separate length of said non-ferrous auxiliary beam to provide a second splice plate which coacts with said keyed-in-place splice plate to clampingly engage opposite sides of the coupled pair of composite rails.

References Cited (Backward Citations)

US320641A Cited
US1527053A Cited
US1620496A Cited
US1606229A Cited
US2901722A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1976-04-30 1976-10-30 1977-05-01 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1980-04-30 1980-10-30 1981-05-01 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1984-04-30 1984-10-30 1985-05-01 $7700.00 Window Closed / Lapsed

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