US1050670A - Railway-tie plate. - Google Patents
Railway-tie plate. Download PDFInfo
- Publication number
- US1050670A US1050670A US71898612A US1912718986A US1050670A US 1050670 A US1050670 A US 1050670A US 71898612 A US71898612 A US 71898612A US 1912718986 A US1912718986 A US 1912718986A US 1050670 A US1050670 A US 1050670A
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- US
- United States
- Prior art keywords
- tie plate
- tie
- plate
- railway
- 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
- 238000010276 construction Methods 0.000 description 2
- 208000004998 Abdominal Pain Diseases 0.000 description 1
- 208000002881 Colic Diseases 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/02—Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
- E01B9/36—Metal sole-plates for rails which rails are directly fastened to sleepers
Definitions
- This invention relates to tie plates for railways, and has for an object to provide a tie plate having an anvil against which a hammer or other tool may be struck to drive the plate underneath the rail, there being a plurality of pointed teeth formed on the underneath face of the tie plate and pointing toward the anvil, these teeth permitting of the tie plate being easily knocked he rail, and positively preventing retrograde movement of the tie plates.
- Figure 1 is a cross sectional view through a rail and tie with my improved tie plate in applied position.
- Fig. 2 is a plan view of the tie plate.
- Fig. '3 is'a front elevation of the tie plate.
- Fig. 4 is a cross sectional view through a rail and tie with my improved tie plate in applied position.
- the tie' plate comprising the subject matter of this invention consists of a snhstantially'oblong blank of sheet metal 12,-one end edge of which is beveled, as shown at'13, to form a relatively thin edge to facilitate the tie plate being driven in between the rail and tie.
- the tie plate Remote. from the entrance edge 13, the tie plate is thickened to form'a sl oulder 14 adapted to ,abut the outer edge 0 the rail base flange,
- the thickened end of the tie plate is continued back between the spike opening to the extreme edge of the tie plate to form an anvil 17 against which a hammer or similar tool may be struck to drive the tie plate underneath the rail.
- Those portions of the thickened end of the tie plate which lie between the spike openings and the side edges of the tie plate are beveled as shown at 18 to provide thin end edges 19 between which the anvil 17 is centered in order that the blows of the hammer upon the anvil will drive the tie plate under neath the rail without danger of angling the tie plate.
- pointed teeth 20 Arranged longitudinally upon the tie plate bottom face are a plurality of parallel rows of pointed teeth 20, the points of which are directed toward the anvil.
- a railway tie plate having edge beveled and forming a relatively thin entrance edge, and havinv a thickened end portion remote from said entrance edge, said thickened end portion being beveled near the side edges, said beveled portions extending to the adjacent end edge of said plate with a re- :sultant thickened anvil centered between .said beveled portions, and a plurality of teeth on the bottom fac of said tie plate having their points directed toward said anvil.
- Colic of this patent may be otitltiicdlfor five cents each, by addressing the Commissioner of Patents Washington, D. G.
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Preliminary Treatment Of Fibers (AREA)
Description
M. LEONARD. RAILWAY TIE PLATE. APPLIUATION F-ILED SEPT. 6, 1912.
Patented Ja.n.14,1913.
a" M Leona under MIKE LEONARD, OF CURTIS, ARKANSAS.
RAIDWAY-TIE PLATE.
Specification of Letters Patent.
Patented Jan. 14, 1913.
Application filed September 6, 1912 Serial No. 718,986.
To all whom it may concern:
Be it known that I, MIKE LEONARD, a citizen of the United States, residing at Curtis, in the county of Clark, State of Arkansas, have invented certain new and useful Improvements in Railway-Tie Plates; and I do hereby declare the following to be a full, clear, and exact description of the invention, such as will enable others skilled in the art to which it appertains to make and use the same.
This invention relates to tie plates for railways, and has for an object to provide a tie plate having an anvil against which a hammer or other tool may be struck to drive the plate underneath the rail, there being a plurality of pointed teeth formed on the underneath face of the tie plate and pointing toward the anvil, these teeth permitting of the tie plate being easily knocked he rail, and positively preventing retrograde movement of the tie plates.
With the above object in view, the in vention consists of certain details of construction and combination of parts hereinafter fully described and claimed, it being understood that various modifications may be made in the minor details of construction within the scope of the appended claim.
In the accompanying drawings forming part of this specification, Figure 1 is a cross sectional view through a rail and tie with my improved tie plate in applied position. Fig. 2 is a plan view of the tie plate. Fig. '3 is'a front elevation of the tie plate. Fig. 4
is an end elevation of the tie plate.
' Referring now to the drawings, in which like characters of reference des gnate similar parts, 10 designates a rail and 1.1 a portion of a'railway tie. The tie' plate comprising the subject matter of this invention consists of a snhstantially'oblong blank of sheet metal 12,-one end edge of which is beveled, as shown at'13, to form a relatively thin edge to facilitate the tie plate being driven in between the rail and tie. Remote. from the entrance edge 13, the tie plate is thickened to form'a sl oulder 14 adapted to ,abut the outer edge 0 the rail base flange,
and through this thickened portion, and also to thebody of the plate are passed spike openings 15 to receive the securing spikes 16 of the railf The thickened end of the tie plate is continued back between the spike opening to the extreme edge of the tie plate to form an anvil 17 against which a hammer or similar tool may be struck to drive the tie plate underneath the rail. Those portions of the thickened end of the tie plate which lie between the spike openings and the side edges of the tie plate are beveled as shown at 18 to provide thin end edges 19 between which the anvil 17 is centered in order that the blows of the hammer upon the anvil will drive the tie plate under neath the rail without danger of angling the tie plate.
Arranged longitudinally upon the tie plate bottom face are a plurality of parallel rows of pointed teeth 20, the points of which are directed toward the anvil. By this arrangement of the teeth. the latter ofier no obstructions to advance of the tie plate underneath the rail, but after he ie plate has been advanced until the shoulder 14 abuts the outer edge of the rail base flange, the teeth engage in the tie and positiv -'ly prevent backing out of the tie plate from applied position.
What is claimed is:
A railway tie plate having edge beveled and forming a relatively thin entrance edge, and havinv a thickened end portion remote from said entrance edge, said thickened end portion being beveled near the side edges, said beveled portions extending to the adjacent end edge of said plate with a re- :sultant thickened anvil centered between .said beveled portions, and a plurality of teeth on the bottom fac of said tie plate having their points directed toward said anvil.
In testimony whereof, I affix my signature, in presence of two Witnesses.
MIKE LEONARD. Vitnesses:
S. VVELCH, T. H. ADAMS.
Colic: of this patent may be otitltiicdlfor five cents each, by addressing the Commissioner of Patents Washington, D. G.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US71898612A US1050670A (en) | 1912-09-06 | 1912-09-06 | Railway-tie plate. |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US71898612A US1050670A (en) | 1912-09-06 | 1912-09-06 | Railway-tie plate. |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US1050670A true US1050670A (en) | 1913-01-14 |
Family
ID=3118934
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US71898612A Expired - Lifetime US1050670A (en) | 1912-09-06 | 1912-09-06 | Railway-tie plate. |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US1050670A (en) |
-
1912
- 1912-09-06 US US71898612A patent/US1050670A/en not_active Expired - Lifetime
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