US865125A - Railway-rail tie. - Google Patents
Railway-rail tie. Download PDFInfo
- Publication number
- US865125A US865125A US32364406A US1906323644A US865125A US 865125 A US865125 A US 865125A US 32364406 A US32364406 A US 32364406A US 1906323644 A US1906323644 A US 1906323644A US 865125 A US865125 A US 865125A
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- US
- United States
- Prior art keywords
- tie
- rail
- railway
- ties
- plates
- 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
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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
- E01B3/22—Longitudinal sleepers; Longitudinal sleepers integral or combined with tie-rods; Combined longitudinal and transverse sleepers
Definitions
- This invention relates to railroad ties and more particularly to that class which are adapted to hold the rails thereto without the use of spikes.
- the invention resides in the provision of a tie having rail receiving recesses at each end and rail engaging plates hinged to the tie to hold the rails in the recesses, there being bolts engaged through the said plates and in threaded bores in the said ties for the purpose of holding the plates in position.
- Figure l is a plan view of a section of track showingour ties in use.
- Fig. 2 is a side elevation of one of the ties.
- Fig. 3 is a vertical sectional view on the line 33 of Fig. 1. through two of the ties.
- Fig. '4 is a detail vertical sectional view on the line 44 of Fig. 1.
- Fig. 5 is a detail view partly in section.
- the numeral 5 denotes a metallic tie preferably of solid construction and 6 rail receiving recesses which are formed at the ends of each tie.
- One of the corresponding walls of each recess is beveled as at 7 to conform to the contour of the base of the rail which it engages and the upper face of each tie is recessed as at 8 at the opposite side of the recesses 5 therein to the beveled wall above tofcrred to, for the reception of a rail engaging plate 9 which is hinged as at 10 to the tics and which has its under face at its free end beveled as at 11 to correspond to the contour of the side of the base of the rail engaged by the plate 9.
- threaded bolts 12 are engaged through the said plates and into threaded bores 13 formed in the said ties.
- the said plates of each tie are arranged upon corresponding sides of the recesses therein and have their face ends directed toward the same end of the ties; and in constructing a section of track the ties are alternately rcversed as shown in Fig. 1.
- each pair of ties are provided intermediate their ends with alining openings 14 through which is engaged a bolt rod 15 at one end of which is formed a squared head 16 which seats in a correspondingly shaped recess 17 in one tie.
- the rod is threaded as at 18 adjacent its head 16 and engaged with the said threaded portion is a nut 19 which bears against the side of the tie opposite that in which the recess 17 is formed.
- the rod is also threaded as at 20 for the engagement therewith of nuts 21 & 22 which bear against opposite sides of the next adjacent tie, the nut 22 being seated in the recess 17 formed in this last named tie.
- a tie having rail receiving recesses formed therein, and having minor recesses, communicating with the rail receiving' recesses, rail-engaging plates having stem portions hinged in the last mentioned recesses and having their body portions filling that portion of'the rail receiving 1'0.- Steps not occupied by the rail flanges, and means for positively holding the plates in engagement with the rails.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Holders For Apparel And Elements Relating To Apparel (AREA)
Description
No. 865,125. 7 PATENTED SEPT. 3, 1907.
J. ROBERTS & J. B. BLISS.
RAILWAY RAIL TIE.
APPLICATION FILED JUNE 27, 1906.
2 SHEETS-SHEET 1.
arr/r No. 865,125. PATENTED SEPT. '3, 1907.
J. ROBERTS & J. E. BLISS.
RAILWAY RAIL TIE.
APPLICATION FILED JUNE 27. 1906.
2 SHEETSSHEET 2.
l/Vi Masada UNITED STATES PATENT OFFICE.
RAILWAY-RAIL TIE Specification of Letters Patent.
Patented Sept. 3, 1907.
Application filed June 27, 1906. Serial No- 323,644.
To all whom it may concern: I
Be it known that we, JOHN Ronnn'rs and Lines E. Buss, citizens of the United States, residing at Faust, in the county of Franklin, State of New York, have in vented certain new and useful Improvements in Railway-Rail Ties; and we 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 railroad ties and more particularly to that class which are adapted to hold the rails thereto without the use of spikes.
The invention resides in the provision of a tie having rail receiving recesses at each end and rail engaging plates hinged to the tie to hold the rails in the recesses, there being bolts engaged through the said plates and in threaded bores in the said ties for the purpose of holding the plates in position.
In the accompanying drawing:-Figure l is a plan view of a section of track showingour ties in use. Fig. 2 is a side elevation of one of the ties. Fig. 3 is a vertical sectional view on the line 33 of Fig. 1. through two of the ties. Fig. '4 is a detail vertical sectional view on the line 44 of Fig. 1. Fig. 5 is a detail view partly in section.
Referring more specifically to the drawings, the numeral 5 denotes a metallic tie preferably of solid construction and 6 rail receiving recesses which are formed at the ends of each tie. One of the corresponding walls of each recess is beveled as at 7 to conform to the contour of the base of the rail which it engages and the upper face of each tie is recessed as at 8 at the opposite side of the recesses 5 therein to the beveled wall above tofcrred to, for the reception of a rail engaging plate 9 which is hinged as at 10 to the tics and which has its under face at its free end beveled as at 11 to correspond to the contour of the side of the base of the rail engaged by the plate 9. In order to hold the plates in engagement with the rails as above described, threaded bolts 12 are engaged through the said plates and into threaded bores 13 formed in the said ties.
To prevent strain being exerted upon the plates 9, the said plates of each tie are arranged upon corresponding sides of the recesses therein and have their face ends directed toward the same end of the ties; and in constructing a section of track the ties are alternately rcversed as shown in Fig. 1.
In order that the tie forming the track section may be held in proper spaced relation, each pair of ties are provided intermediate their ends with alining openings 14 through which is engaged a bolt rod 15 at one end of which is formed a squared head 16 which seats in a correspondingly shaped recess 17 in one tie. The rod is threaded as at 18 adjacent its head 16 and engaged with the said threaded portion is a nut 19 which bears against the side of the tie opposite that in which the recess 17 is formed. At its opposite end the rod is also threaded as at 20 for the engagement therewith of nuts 21 & 22 which bear against opposite sides of the next adjacent tie, the nut 22 being seated in the recess 17 formed in this last named tie.
What is claimed is A tie having rail receiving recesses formed therein, and having minor recesses, communicating with the rail receiving' recesses, rail-engaging plates having stem portions hinged in the last mentioned recesses and having their body portions filling that portion of'the rail receiving 1'0.- cesses not occupied by the rail flanges, and means for positively holding the plates in engagement with the rails.
In testimony whereof, we affix our signatures, in presvllCC of two witnesses.
JOHN ROBERTS. JAMES E. BLISS.
Witnesses:
1mm; H. SULLIVAN, FRANK O. SA\VYER.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US32364406A US865125A (en) | 1906-06-27 | 1906-06-27 | Railway-rail tie. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US32364406A US865125A (en) | 1906-06-27 | 1906-06-27 | Railway-rail tie. |
Publications (1)
Publication Number | Publication Date |
---|---|
US865125A true US865125A (en) | 1907-09-03 |
Family
ID=2933575
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US32364406A Expired - Lifetime US865125A (en) | 1906-06-27 | 1906-06-27 | Railway-rail tie. |
Country Status (1)
Country | Link |
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US (1) | US865125A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2861034A (en) * | 1945-09-18 | 1958-11-18 | Eugene P Wigner | Neutronic reactor shield and spacer construction |
US3687366A (en) * | 1970-07-20 | 1972-08-29 | British Railways Board | Railway track |
-
1906
- 1906-06-27 US US32364406A patent/US865125A/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2861034A (en) * | 1945-09-18 | 1958-11-18 | Eugene P Wigner | Neutronic reactor shield and spacer construction |
US3687366A (en) * | 1970-07-20 | 1972-08-29 | British Railways Board | Railway track |
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