US477675A - Expansion-rail for railroads - Google Patents
Expansion-rail for railroads Download PDFInfo
- Publication number
- US477675A US477675A US477675DA US477675A US 477675 A US477675 A US 477675A US 477675D A US477675D A US 477675DA US 477675 A US477675 A US 477675A
- Authority
- US
- United States
- Prior art keywords
- rail
- expansion
- web
- railroads
- rails
- 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
Links
- 210000001503 Joints Anatomy 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B5/00—Rails; Guard rails; Distance-keeping means for them
- E01B5/02—Rails
- E01B5/04—Grooved rails
Definitions
- the object of this invention is to provide rails which when laid shall form continuous track-rails, having suitable provision at the same time for expanding and contracting under changes of atmospheric temperature.
- Figure 1 is a view in cross-section of an expansible rail embodying my invention.
- Fig. 2 is a side elevation of Fig. 1 looking to the right.
- Fig. 3 is a horizontal section taken through Fig. 2 at the line Z Z.
- Fig. 4 is a view in plan of Fig. 2.
- Fig. 5 is a View in plan, showing the appearance of the rail before its web has been bent, as hereinafter described.
- aportion of its head H and tram T is cut away, preferably diagonally, as shown in Fig. 5, down to the points 0, Figs. 1 and 2.
- the bulbb at the bottom of the web of the rail is also cut away, as indi-- cated by the dotted lines 1), Fig. 1, for a length equal to about the width of the diagonal cut shown in Fig. 5.
- the appearance of the rail after it has been so out is clearly illustrated in plan in said figure.
- the rail having been thus out, its web 20 is then buckled or bent back and forth upon itself,
- each of these rails are preferably Welded together, and thus a continuous rail is formed, the bending or corrugating of the web, as shown at E, forming an expansion and contraction portion, which by its opening and closing renders such continuous rail capable of elongating and contracting under changes of atmospheric temperature without distorting the line of track. All joints between the ends of rails may thus be dispensed with, and the expansion portions herein described may be located at such suitable distances apart as the weight and character of the rail used will suggest to those skilled in the rails construction or use.
- a railway-rail having a part of its web recurved or bent upon itself to form an expansion and contraction portion.
- a railway-rail having a part of its up per surface cut away and its Web bent or buckled, so as to form an expansion and contraction portion.
- An expansion railway-rail having a portion of its head cut away and a portion of its web recurved or corrugated, as set forth.
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Butt Welding And Welding Of Specific Article (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Description
(No Model.)
A. J.- MOXHAM. EXPANSION RAIL FOR RAILROADS.
No. 477,675. Patented June 28,1892.
Ill i liillll INVENTOR ATTORNEY we Nonms va'rzns e01, mn'roumo WASHINGTON, D c.
UNITED STATES PATENT OFFICE.
ARTHUR J. MOXHAM, OF J OHNSTOW'N PENNSYLVANIA.
EXPANSION-RAIL FOR RAILROADS.
SPECIFICATION forming part of Letters Patent N 0. 477,675, dated June 28, 1892. Application filed September 22, 1891. Serial No. 406,491. (No model.)
To all whom it may concern.-
Be it known that I, ARTHUR J. MOXHAM, of J ohnstown,in the county of Oambria and State of Pennsylvania, have invented a new and useful Expansion-Rail for Railroads, which invention is. fully set forth and illustrated in the following specification and accompanying drawings.
The object of this invention is to provide rails which when laid shall form continuous track-rails, having suitable provision at the same time for expanding and contracting under changes of atmospheric temperature.
I will now describe one embodiment of my invention.
In the accompanying drawings, Figure 1 is a view in cross-section of an expansible rail embodying my invention. Fig. 2 is a side elevation of Fig. 1 looking to the right. Fig. 3 is a horizontal section taken through Fig. 2 at the line Z Z. Fig. 4: is a view in plan of Fig. 2. Fig. 5is a View in plan, showing the appearance of the rail before its web has been bent, as hereinafter described.
In the figures the several parts are respectively indicated by reference-letters, as follows:
The letter Rindicates a side-bearinggirderrail; H, its head; T, its side tram; 10, its web, and Z) a bulb formed at the bottom of said web.
At any desired point in the length of the rail, preferablyin the middle, aportion of its head H and tram T is cut away, preferably diagonally, as shown in Fig. 5, down to the points 0, Figs. 1 and 2. The bulbb at the bottom of the web of the rail is also cut away, as indi-- cated by the dotted lines 1), Fig. 1, for a length equal to about the width of the diagonal cut shown in Fig. 5. The appearance of the rail after it has been so out is clearly illustrated in plan in said figure. The rail having been thus out, its web 20 is then buckled or bent back and forth upon itself,
as shown at E, Figs. 1, 2, 3, and 4., when the rail assumes the form shown in the plan in Fig. 4, the letter sindicatingthe nearly-closed space then remaining between the uncut portions of the upper surface of the rail. The
ends of each of these rails are preferably Welded together, and thus a continuous rail is formed, the bending or corrugating of the web, as shown at E, forming an expansion and contraction portion, which by its opening and closing renders such continuous rail capable of elongating and contracting under changes of atmospheric temperature without distorting the line of track. All joints between the ends of rails may thus be dispensed with, and the expansion portions herein described may be located at such suitable distances apart as the weight and character of the rail used will suggest to those skilled in the rails construction or use.
I do not confine myself to the form of girder-rail shown, as it is obvious that my i11- vention is applicable to any form of rail having a suitable web.
Having thusfully described my said invention, I claim- 1. A railway-rail having a part of its web recurved or bent upon itself to form an expansion and contraction portion.
2. A railway-rail having a part of its up per surface cut away and its Web bent or buckled, so as to form an expansion and contraction portion.
3. An expansion railway-rail having a portion of its head cut away and a portion of its web recurved or corrugated, as set forth.
ARTHUR J. MOXHAM.
\Vitnesses:
OLIVER IMRAY, JNO. P. M. MILLARD, Clerks to lllessrs. Abel dc I'mray, Consulting Engineers and Patent Agents, 28 Southamplon Buildings, London, W'. 0.
Publications (1)
Publication Number | Publication Date |
---|---|
US477675A true US477675A (en) | 1892-06-28 |
Family
ID=2546530
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US477675D Expired - Lifetime US477675A (en) | Expansion-rail for railroads |
Country Status (1)
Country | Link |
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US (1) | US477675A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3815818A (en) * | 1968-10-14 | 1974-06-11 | L Janzow | Expansion joint |
WO1993005979A1 (en) * | 1991-09-16 | 1993-04-01 | Donald Douglas Bruning | Support rail for composite continuous rail |
WO1993005980A1 (en) * | 1991-09-16 | 1993-04-01 | Donald Douglas Bruning | Continuous surface rails |
WO1993005981A1 (en) * | 1991-09-16 | 1993-04-01 | Donald Douglas Bruning | Surface rail for composite continuous rail |
US5249654A (en) * | 1990-08-17 | 1993-10-05 | Bruning Donald D | Surface rail for composite continuous rail |
-
0
- US US477675D patent/US477675A/en not_active Expired - Lifetime
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3815818A (en) * | 1968-10-14 | 1974-06-11 | L Janzow | Expansion joint |
US5249654A (en) * | 1990-08-17 | 1993-10-05 | Bruning Donald D | Surface rail for composite continuous rail |
US5251732A (en) * | 1990-08-17 | 1993-10-12 | Bruning Donald D | Support rail for composite continuous rail |
US5267634A (en) * | 1990-08-17 | 1993-12-07 | Bruning Donald D | Continuous-surface composite rail |
WO1993005979A1 (en) * | 1991-09-16 | 1993-04-01 | Donald Douglas Bruning | Support rail for composite continuous rail |
WO1993005980A1 (en) * | 1991-09-16 | 1993-04-01 | Donald Douglas Bruning | Continuous surface rails |
WO1993005981A1 (en) * | 1991-09-16 | 1993-04-01 | Donald Douglas Bruning | Surface rail for composite continuous rail |
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