US21406A - Joint fok kailboad-tracks - Google Patents
Joint fok kailboad-tracks Download PDFInfo
- Publication number
- US21406A US21406A US21406DA US21406A US 21406 A US21406 A US 21406A US 21406D A US21406D A US 21406DA US 21406 A US21406 A US 21406A
- Authority
- US
- United States
- Prior art keywords
- joint
- tracks
- kailboad
- fok
- rail
- 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
- 210000000088 Lip Anatomy 0.000 description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000009877 rendering Methods 0.000 description 4
- 239000007787 solid Substances 0.000 description 4
- ATJFFYVFTNAWJD-UHFFFAOYSA-N tin hydride Chemical compound [Sn] ATJFFYVFTNAWJD-UHFFFAOYSA-N 0.000 description 4
- BFPSDSIWYFKGBC-UHFFFAOYSA-N Chlorotrianisene Chemical compound C1=CC(OC)=CC=C1C(Cl)=C(C=1C=CC(OC)=CC=1)C1=CC=C(OC)C=C1 BFPSDSIWYFKGBC-UHFFFAOYSA-N 0.000 description 2
- 206010010254 Concussion Diseases 0.000 description 2
- 229910000754 Wrought iron Inorganic materials 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000000875 corresponding Effects 0.000 description 2
- 230000000994 depressed Effects 0.000 description 2
- 230000001066 destructive Effects 0.000 description 2
- CWYNVVGOOAEACU-UHFFFAOYSA-N fe2+ Chemical compound [Fe+2] CWYNVVGOOAEACU-UHFFFAOYSA-N 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000003475 lamination 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
- E01B11/00—Rail joints
- E01B11/56—Special arrangements for supporting rail ends
- E01B11/58—Bridge plates
Definitions
- the object of this invention Vis to prevent the depression of the rails at the junction of the bars, and the consequent bat-tering and lamination of the ends of the bars by the passing of trains over them.
- the invention consists in a joint plate constructed, applied, and secured to the ends of the bars in a novel manner to eect the above object.
- A, A are portions of two railroad bars of the inverted T-form commonly employed. The ends of these bars are cut square to fit together in theusual manner or may be cut to fit together in any other suit-able manner.
- the line CZ, in Fig. l, represents the joint.
- B is the joint plate, made of a piece of heavy boiler plate or wrought plate iron about eighteen (18) inches long or more or less, and about nine (9) or ten (10) inches in width, bent centrally and laterally by suitable machinery to the form shown in the sectional View (Fig. 2), viz. to the form of a letter T, with its head turned up at each margin to form lips a, a, with asuitable space between them to receive the base of the rail, and the portions forming the upright part or stein of the T being brought close together to form a solid and deep longitudinal tin of four (4:) or tive inches deep; the said lips being of a depth about equal to the depth of the sides of the base of the rail.
- D, D are two wrought iron plates of the same or nearly the same thickness as the plate B, of the same length, and of a width to cover the lips a, a, of the joint plate, and the sides of the base of the rail.
- C, C are inverted stirrup-bolts, screwed at their ends, and of a length to fit under the upright tin of the joint plate and to pass through holes provided for them in each side of the base b, of the rail and corresponding holes in the plates D, D, and fitted with nuts c, ⁇ c, above said plates D, D.
- the sleepers are intended to be placed as close as possible to the ends ot' the joint plate B, but are unnecessary under the joint d, or joint plate.
- the holes through which the bolts pass in the base of the rail may be. somewhat elongated lengthwise of the rail, to compensate for expansion and contraction of the bars A, A, by changes of temperature.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Description
mr srnrns .an Frio.
E. U. BENEDIGT, OF HORIGON, WISCONSIN.
JOINT FOR RAILROAD-TRACKS.
Specication of Letters Patent No. 21,406, dated September 7', 1858.
To all 'whom t may concern:
Be it known that I, E. U. BENEDICT, of Horicon, in the county of Dodge and State of llisconsin, have invented a new and Improved Joint for Railroad-Tracks; and I do hereby declare that the following is a full, clear, and exact description ot the same, reference being had to the accompanying drawings, making a part of this specication, in which- Figure 1 is a side view of my improved joint. F ig. 2 is a transverse section of the same.
Similar letters of reference indicate correspondingparts in both figures.
The object of this invention Vis to prevent the depression of the rails at the junction of the bars, and the consequent bat-tering and lamination of the ends of the bars by the passing of trains over them.
The invention consists in a joint plate constructed, applied, and secured to the ends of the bars in a novel manner to eect the above object.
To enable others to make and use my invention, I will proceed to describe its construction and operation.
A, A, are portions of two railroad bars of the inverted T-form commonly employed. The ends of these bars are cut square to fit together in theusual manner or may be cut to fit together in any other suit-able manner. The line CZ, in Fig. l, represents the joint.
B is the joint plate, made of a piece of heavy boiler plate or wrought plate iron about eighteen (18) inches long or more or less, and about nine (9) or ten (10) inches in width, bent centrally and laterally by suitable machinery to the form shown in the sectional View (Fig. 2), viz. to the form of a letter T, with its head turned up at each margin to form lips a, a, with asuitable space between them to receive the base of the rail, and the portions forming the upright part or stein of the T being brought close together to form a solid and deep longitudinal tin of four (4:) or tive inches deep; the said lips being of a depth about equal to the depth of the sides of the base of the rail.
D, D, are two wrought iron plates of the same or nearly the same thickness as the plate B, of the same length, and of a width to cover the lips a, a, of the joint plate, and the sides of the base of the rail.
C, C, are inverted stirrup-bolts, screwed at their ends, and of a length to fit under the upright tin of the joint plate and to pass through holes provided for them in each side of the base b, of the rail and corresponding holes in the plates D, D, and fitted with nuts c,` c, above said plates D, D. These nuts when screwed up bring the plates D, D, down close upon the base of the rail and conne the base of the rail upon the fiat upper :tace of the joint plate and make a very firm and solid joint between the two bars A, A; the upright fin of the joint plate aiording suiiicient `stiffness to prevent any deflection of said plate and rendering it impossible for the ends of the bars A, A, to be depressed or elevated by the passage of a train over the joint and hence rendering the ends of the bars no more liable to be battered out or laminated than any other portion of the rail and making a continuous level track upon which the train will run smoothly and Without violent and destructive concussions upon the wheels and axles.
The sleepers are intended to be placed as close as possible to the ends ot' the joint plate B, but are unnecessary under the joint d, or joint plate. i
The holes through which the bolts pass in the base of the rail, may be. somewhat elongated lengthwise of the rail, to compensate for expansion and contraction of the bars A, A, by changes of temperature.
I do not claim, broadly, the placing of a vertical pin or projection upon the bottom of railroad chairs; but,
What I claim as my invention, and desire to secure by Letters Patent, is
The combination of the ends of the rail l
Publications (1)
Publication Number | Publication Date |
---|---|
US21406A true US21406A (en) | 1858-09-07 |
Family
ID=2087132
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US21406D Expired - Lifetime US21406A (en) | Joint fok kailboad-tracks |
Country Status (1)
Country | Link |
---|---|
US (1) | US21406A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20100173046A1 (en) * | 2009-01-07 | 2010-07-08 | Kopas-Lane Lisa | Microwave foam product with blue or purple inclusions |
-
0
- US US21406D patent/US21406A/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20100173046A1 (en) * | 2009-01-07 | 2010-07-08 | Kopas-Lane Lisa | Microwave foam product with blue or purple inclusions |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US21406A (en) | Joint fok kailboad-tracks | |
US25942A (en) | Bail fob bailboads | |
US1010073A (en) | Tie and rail-fastener. | |
US16286A (en) | Lea ptjsey | |
US22785A (en) | Splice fob bab-rails | |
US69241A (en) | Improvement in joints of railroad-rails | |
US999644A (en) | Steel railroad-tie. | |
US365511A (en) | geoeget | |
US38274A (en) | Improvement in railroads | |
US85684A (en) | Improved elevated railway | |
US38612A (en) | Improvement in railroad-chairs | |
US24713A (en) | Daniel edward bishop | |
US1096308A (en) | Tie-plate. | |
US1143442A (en) | Railway-tie. | |
US1101661A (en) | Metallic railroad-tie and fastening. | |
US20248A (en) | beers | |
US469386A (en) | Dorothy f | |
US1066085A (en) | Rail-support. | |
US784189A (en) | Boltless crossing. | |
US21957A (en) | Thegraphic co | |
US1020173A (en) | Railway-tie. | |
US853209A (en) | Railway-rail. | |
US1083647A (en) | Means for supporting railroad-rails. | |
US1278374A (en) | Railway construction. | |
US944157A (en) | Railway-joint. |