US694276A - Railroad construction. - Google Patents
Railroad construction. Download PDFInfo
- Publication number
- US694276A US694276A US8436001A US1901084360A US694276A US 694276 A US694276 A US 694276A US 8436001 A US8436001 A US 8436001A US 1901084360 A US1901084360 A US 1901084360A US 694276 A US694276 A US 694276A
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- Prior art keywords
- rails
- construction
- railroad
- railroad construction
- openings
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
- E01B3/16—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from steel
- E01B3/24—Slabs; Blocks; Pot sleepers; Fastening tie-rods to them
Definitions
- WITNESSES State UNITED STATES ATENT Fries.
- This invention relates to improvements in the construction of railroads; and the object ro is to provide a construction whereby the rails will be held rigidlyT and in which the cost of building will be much less than that of a road as ordinarily built.
- Figure 1 is a side elevation of a railroad construction embodying my invention
- Fig. 2 is a section on the line a: of Fig. 1.
- 1 2 designate the track-rails, which are connected at suitable intervals by cross-ties 3.
- the rails are also supported and held rigidly in place by anchor-plates 4.
- These anchor-plates are shown in the form of inverted cups and are provided 3o with upwardly-extending portions 5, recessed at the top to receive the base of the rails.
- Fig. 1 I have shown three anchor-plates as connected with the rail; but it is to be understood that more or less may be employed.
- tie-rods 8 which eX- 46 tend through openings in the upwardly-extended portions 5 of the anchors and pass through openings in lugs 9 at the ends of one rail and through lugs 10 at the ends of vtheadjacent rails.
- the tierods are provided with nuts for tightening purposes, and it will be noted in Fig. 1 that the lugs are provided with two openings, so that one tie-rod may pass through the upper openings and the next tie-rod pass through the lower openings.
- a railroad embodying my invention will be held very rigid in the ground. It Will be found particularly adapted for electric railways, as the tie-rods may be employed for the current, and, further, by employing the anchors, as shown, the railway cannot be tilted up from one side.
- the invertedcup-shaped plates having upward extensions i provided with recesses to receive the base portions of rails, tie-rods extended through openings in said upwardly-extended portions, and lugs on the ends of the rails through which said rods pass, substantially as specified.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Train Traffic Observation, Control, And Security (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Description
' W. M. H|CKOK.
RAILROAD CUNSTRUCTION. (Appxie'aeim med nee. v2, 1901.)V
Patented Feb. 25, |902.'
(No- Model.)
WITNESSES State UNITED STATES ATENT Fries.
VILLIAM M. I-IIOKOK, OF PHARISBURG, OHIO.
RAILROAD CONSTRUCTION.
SPECIFICATION forming part of Letters Patent No. 694,276, dated February 25, 1902. Application tiled December 2, 1901. Serial No. 84,360. (No model.)
To @ZZ whom, it may concern.:
Be it known that I, WILLIAM INI. HioKoK, a citizen of the United States, and a resident of Pharisburg, in the county of Union and of Ohio, have invented a new and Improved Railroad Construction, of which the followingis a full, clear,and exact description.
This invention relates to improvements in the construction of railroads; and the object ro is to provide a construction whereby the rails will be held rigidlyT and in which the cost of building will be much less than that of a road as ordinarily built.
I will describe a railroad construction embodying my invention and then point out the novel features in the appended claims.
Reference is to be had to the accompanying drawings, forming a part of this specification,
in which similar characters of reference indi- 2o cate corresponding parts in both the views.
Figure 1 is a side elevation of a railroad construction embodying my invention, and Fig. 2 is a section on the line a: of Fig. 1. A
Referring to the drawings, 1 2 designate the track-rails, which are connected at suitable intervals by cross-ties 3. The rails are also supported and held rigidly in place by anchor-plates 4. These anchor-plates are shown in the form of inverted cups and are provided 3o with upwardly-extending portions 5, recessed at the top to receive the base of the rails. In Fig. 1 I have shown three anchor-plates as connected with the rail; but it is to be understood that more or less may be employed.
In building the road the anchor-plates are to be seated in the ground and placed with broken stone 6, over which a layer of gravel 7 is to be placed. For securing the abutting rails together I employ tie-rods 8, which eX- 46 tend through openings in the upwardly-extended portions 5 of the anchors and pass through openings in lugs 9 at the ends of one rail and through lugs 10 at the ends of vtheadjacent rails. The tierods are provided with nuts for tightening purposes, and it will be noted in Fig. 1 that the lugs are provided with two openings, so that one tie-rod may pass through the upper openings and the next tie-rod pass through the lower openings.
A railroad embodying my invention will be held very rigid in the ground. It Will be found particularly adapted for electric railways, as the tie-rods may be employed for the current, and, further, by employing the anchors, as shown, the railway cannot be tilted up from one side.
Having thus described my invention, I claim as new and desire to secure by Letters Patent- 1.l In a railway construction, anchor-plates arranged at intervals along the rails, and tierods extended below and endwise of the rails and securing one rail to another, substantially as specified.
2. In a railroad construction, the invertedcup-shaped plates having upward extensions i provided with recesses to receive the base portions of rails, tie-rods extended through openings in said upwardly-extended portions, and lugs on the ends of the rails through which said rods pass, substantially as specified.
3. In a railroad construction, the track-v VILLIAM M. HICKOK.
Witnesses J. L. THOMPSON, N. D. DEGooD.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US8436001A US694276A (en) | 1901-12-02 | 1901-12-02 | Railroad construction. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US8436001A US694276A (en) | 1901-12-02 | 1901-12-02 | Railroad construction. |
Publications (1)
Publication Number | Publication Date |
---|---|
US694276A true US694276A (en) | 1902-02-25 |
Family
ID=2762813
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US8436001A Expired - Lifetime US694276A (en) | 1901-12-02 | 1901-12-02 | Railroad construction. |
Country Status (1)
Country | Link |
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US (1) | US694276A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4121766A (en) * | 1976-07-23 | 1978-10-24 | Wiatr Rudolph F | Railway tie collar |
-
1901
- 1901-12-02 US US8436001A patent/US694276A/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4121766A (en) * | 1976-07-23 | 1978-10-24 | Wiatr Rudolph F | Railway tie collar |
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