US651596A - Railway-crossing. - Google Patents

Railway-crossing. Download PDF

Info

Publication number
US651596A
US651596A US69469598A US1898694695A US651596A US 651596 A US651596 A US 651596A US 69469598 A US69469598 A US 69469598A US 1898694695 A US1898694695 A US 1898694695A US 651596 A US651596 A US 651596A
Authority
US
United States
Prior art keywords
rail
crossing
track
railway
main
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
US69469598A
Inventor
Edward B Entwisle
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Lorain Steel Co
Original Assignee
Lorain Steel Co
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Lorain Steel Co filed Critical Lorain Steel Co
Priority to US69469598A priority Critical patent/US651596A/en
Application granted granted Critical
Publication of US651596A publication Critical patent/US651596A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B7/00Switches; Crossings
    • E01B7/10Frogs
    • E01B7/16Jump-over frogs

Definitions

  • Patented lune l2, I900 Patented lune l2, I900.
  • This invention relates to railway-crossin gs, particularly to crossings where the travel over one track is considerably heavier than that over the other.
  • crossings of this character it is often desirable to preserve intact the rails of the track enduring the greater traffic, and this has heretofore been usually accomplished by securing castings to the opposite sides of the unbroken main rail, so that the cars of the track having the lightest traffic will ride over the casting and across the top of the main rail.
  • These castings at their other ends have been secured by splice-bars to the rails of the crossing track.
  • This construction is objectionable in that the casting cannot be made sufficiently hard and tough to wear well and also because the structure is heavy and composed of a number of joints.
  • Other means have been provided for the-same class of structure; but they have lacked the stability and staunchness required of a good crossing.
  • the object of this invention is to provide a crossing-in which the main-track rail shall be unbroken even by a groove across its head and so constructed that the tread-surface of the crossing track may be of rolled rail throughout, even though the crossing be assembled at the place where it is to be used.
  • My invention broadly consists in the provision of brackets cast integral with the crossing rails and secured to the Web of the main rail, the head of the crossing rail being prefcrably in a higher plane than that of the main rail, so that the latter may receive the wheelflanges of the car which is traveling on the crossing track.
  • the crossing rails and brackets are cast together at the shops and at the track have only to be bolted to the main rail.
  • Figure l is a perspective view of a bracket, a crossing rail, and part of the main rail.
  • Fig. 2 is a plan view of one of my improved crossings.
  • Fig. 3 is a sectional view of Fig. 2 on line 3 3
  • Fig. t a sectional transverse view of Fig. 2 on line 4 4.
  • O is the unbroken rail of the main track.
  • A is the crossing rail, B a bracket secured integrally thereto, and B represents that arm of the bracket which is cast to rail A.
  • the bracket is secured to and made part of the rail by placing the end of the rail, which has previously been provided with perforations c in its web, in a mold. The molten metal will flow through the perforations c and integrally bind the bracket to the rail;
  • the rail A is placed at a higher level than rail 0, so that a car-wheel may pass from the groove in rail A over rail 0 and use the head of the latter as a treadway for its flange.
  • the bracket B fits snugly against the web of rail 0 and is secured to the same by bolts Z) and nuts a, as shown in Fig. 8.
  • Aportable drill may be used to drill the holes in the web of rail 0.
  • the laterally-extending arms of the bracket are made of sufficient thickness to underlie and support the'full width of the overhanging tread portion of the head of the through-rail, thus forming a solid structure which will not hammer or break down under the action of car-Wheels.
  • the entire wheel bearing-surface is formed by rolled rails.
  • the crossing herein illustrated and described is especially applicable for use where a much-used cable or electric railroad is to be crossed by a horsecar or other road of light traffic, as such a construction will not impair the strength of the main rails, While the structure is as substantial and durable as a shopbuilt structure. It combines the work of the shop and the work on the track so as to obtain the advantages of each.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)

Description

E. B. ENTWISLE. BAlLwA-Y CROSSING.
(Application filed Oct. 2'1, 1898.
(No Model.)
Patented lune l2, I900.
65 lm zlv ran UNITED STATES PATENT Orricn.
EDWARD B. ENTWISLE, OF JOHNSTOWVN, PENNSYLVANIA, ASSIGNOR, BY MESNE ASSIGNMENTS, TO THE LORAIN STEEL COMPANY, OF OHIO.
RAILWAY-CROSSING.
SPECIFICATION forming part of Letters Patent No. 651,596, dated June 12, 1900. Application filed October 2'7, 1898. Serial No. 694,695. (No model.)
To aZZ whom it n't'ay OOIZOGVTb:
Be it known that I, EDWARD B. ENTWISLE, of Johnstown, in the county of Oambria and State of Pennsylvania, have invented a new and useful Improvement in Railway-Crossings, of which the following is a full, clear, and exact description, reference being had to the accompanying drawings, which form a part of this specification.
This invention relates to railway-crossin gs, particularly to crossings where the travel over one track is considerably heavier than that over the other. In crossings of this character it is often desirable to preserve intact the rails of the track enduring the greater traffic, and this has heretofore been usually accomplished by securing castings to the opposite sides of the unbroken main rail, so that the cars of the track having the lightest traffic will ride over the casting and across the top of the main rail. These castings at their other ends have been secured by splice-bars to the rails of the crossing track. This construction is objectionable in that the casting cannot be made sufficiently hard and tough to wear well and also because the structure is heavy and composed of a number of joints. Other means have been provided for the-same class of structure; but they have lacked the stability and staunchness required of a good crossing.
The object of this invention is to provide a crossing-in which the main-track rail shall be unbroken even by a groove across its head and so constructed that the tread-surface of the crossing track may be of rolled rail throughout, even though the crossing be assembled at the place where it is to be used. I also provide a crossing which, though assembled at the track, possesses-all the strength and solidity of a shop-built crossing.
My invention broadly consists in the provision of brackets cast integral with the crossing rails and secured to the Web of the main rail, the head of the crossing rail being prefcrably in a higher plane than that of the main rail, so that the latter may receive the wheelflanges of the car which is traveling on the crossing track. The crossing rails and brackets are cast together at the shops and at the track have only to be bolted to the main rail.
In the accompanying drawings, which illustrate my device and in which like symbols indicate like parts, Figure l is a perspective view of a bracket, a crossing rail, and part of the main rail. Fig. 2 is a plan view of one of my improved crossings. Fig. 3 is a sectional view of Fig. 2 on line 3 3, and Fig. t a sectional transverse view of Fig. 2 on line 4 4.
O is the unbroken rail of the main track.
A is the crossing rail, B a bracket secured integrally thereto, and B represents that arm of the bracket which is cast to rail A. The bracket is secured to and made part of the rail by placing the end of the rail, which has previously been provided with perforations c in its web, in a mold. The molten metal will flow through the perforations c and integrally bind the bracket to the rail; I
The rail A is placed at a higher level than rail 0, so that a car-wheel may pass from the groove in rail A over rail 0 and use the head of the latter as a treadway for its flange.
The bracket B fits snugly against the web of rail 0 and is secured to the same by bolts Z) and nuts a, as shown in Fig. 8. Aportable drill may be used to drill the holes in the web of rail 0. The laterally-extending arms of the bracket are made of sufficient thickness to underlie and support the'full width of the overhanging tread portion of the head of the through-rail, thus forming a solid structure which will not hammer or break down under the action of car-Wheels. The entire wheel bearing-surface, it will be noted, is formed by rolled rails.
The crossing herein illustrated and described is especially applicable for use where a much-used cable or electric railroad is to be crossed by a horsecar or other road of light traffic, as such a construction will not impair the strength of the main rails, While the structure is as substantial and durable as a shopbuilt structure. It combines the work of the shop and the work on the track so as to obtain the advantages of each.
While I have shown and described a specific structure and suggested for it a specific use, to which it seems preferably adapted, I do not desire to limit myself to either the particular details set forth or its use with the particular type of railroads suggested, as the structure may be considerably modified without departing outside the scope of myinvention as set forth in the appended claim.
Having thus described my invention, what I claim, and desire to protect by Letters Patent, is-
In a railway-crossing, the combination with an unbroken main-line rail, of a crossing-rad end abutting the main rail, and having integral with its abutting end laterally-extending cast-metal bracket-arms of sufficient thickness to support the overhanging tread pertion of the main rail, said arms being detachably secured to the Web of said main rail, substantially as described.
In testimony whereof I have aflixed my signature in presence of two witnesses.
EDVARD B. ENTWISLE.
Witnesses RICHARD EYRE, H. W. SMITH.
US69469598A 1898-10-27 1898-10-27 Railway-crossing. Expired - Lifetime US651596A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US69469598A US651596A (en) 1898-10-27 1898-10-27 Railway-crossing.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US69469598A US651596A (en) 1898-10-27 1898-10-27 Railway-crossing.

Publications (1)

Publication Number Publication Date
US651596A true US651596A (en) 1900-06-12

Family

ID=2720166

Family Applications (1)

Application Number Title Priority Date Filing Date
US69469598A Expired - Lifetime US651596A (en) 1898-10-27 1898-10-27 Railway-crossing.

Country Status (1)

Country Link
US (1) US651596A (en)

Similar Documents

Publication Publication Date Title
US651596A (en) Railway-crossing.
US718297A (en) Railroad-crossing.
US591597A (en) Railroad
US627544A (en) Railway-track structure.
US779964A (en) Railroad-track.
US458657A (en) Construction of railway-tracks
US973904A (en) Railroad-crossing.
US636233A (en) Expansion-joint for railway-rails.
US553771A (en) Andrew e
US856766A (en) Railway-track equipment.
US430383A (en) Railroad-crossing
US536734A (en) Railway-switch work
US507012A (en) Railroad-rail
US1138713A (en) Rail-crossing.
US812877A (en) Railway-frog for turn-ins and turnouts.
US898709A (en) Railroad-tie.
US408906A (en) John waterhouse
US383001A (en) Grooved girder-rail
US472165A (en) Fastening and seating of guard-rails
US747460A (en) Railway-track.
US668423A (en) Railway-rail stay.
US582879A (en) Railroad-crossing
US364725A (en) Tongue-switch for street-railways
US617166A (en) Railway
US903937A (en) Railway-rail.