US1666688A - Railroad-track structure - Google Patents
Railroad-track structure Download PDFInfo
- Publication number
- US1666688A US1666688A US220811A US22081127A US1666688A US 1666688 A US1666688 A US 1666688A US 220811 A US220811 A US 220811A US 22081127 A US22081127 A US 22081127A US 1666688 A US1666688 A US 1666688A
- Authority
- US
- United States
- Prior art keywords
- ties
- rail
- tie
- track
- projections
- 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
- E01B3/18—Composite sleepers
Definitions
- the invention relates to railroad track' structures and especially to railroad track g structures wherein the ties are formed from metal.
- the object of the invention is to provide an improved form and construction of anticreeping arrangement for both the rails and the-ties, andfor a consideration of what I believe to be noveland my invention, attention is directed-to the following specifica- 5 tion and the claims appended thereto.
- Fig. 1 is a top plan View of a track structure embodying my inven- 'tion
- Fig. 2 is a perspective view thereof.
- 1 indicates go track ties which are formed of ,metal and which embody as a part of their structure .7 angle bars 3 and 4 located at opposite ends l of the tie.
- each-tie is shown as comprising two lengths of tie 5 bars 5 and 6 which are fastened together at I their ends by the angle bars 3 and 4 and on their top surfaces by plates 7 and 8 which 7 form supports for the track rails.
- the plates 7 and 8 are shown as being standard 7 o tie plates and they are welded in place as is illustra'ted at '9. The rail positioning and.
- tie plates holding rib of the tie plates is indicated at '10..
- the tie plates are two spaced openings 11 and- 12 between which the base flange of the track rail lies.
- The-head of the track 'rail isindicated at 13, the web is indicated at 14 and the base flange is indicated at 15.
- the rail is fastened to the-ties by fastening means comprising two members, a rail clamping member 16 and a fastener 17.
- rail-clamping member comprises a short U- -shaped bar having a central .portion 18* which lies in the tie plate opening,-an -upper inturned end 19 which projects over thebase I flange of the rail and a lower inturned end .20 which extends beneath thetie plate. 'It is held in place by-the fastener 17 which-is in of my present invention, the track tie structare forming the subject matter of my Pat 'ent 1,657',241 January 24, 1928, and the fastenin means forming the subject matter of .86 my. atent- 1,657,242,'a1ready to.
- a track structure the combination of a plurality of ties, each tie having transversely-extending platesv at its ends which project beyond the confines of the tie and I0 ly su port each other, a raiLon the ties, and abutting projections on the rail and at least on of the ties to prevent creeping of the ral '2.
- the combination of ll a plurality of ties, each tie having transversely-extending angle irons at its ends form a part of the tie structure, the plates I of adjacent. ties abutting each other whereby the ties serve to. mutually support one another.
- I f In witness whereof, I have hereunto set 80 my hand this 15 do. of September,'1927.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Package Frames And Binding Bands (AREA)
- Holders For Apparel And Elements Relating To Apparel (AREA)
Description
w. DALTON RAILROAD TRACK STRUCTURE April 17, 1928. 1,666,688
Original Filed Feb. 1, 1927 l n Vent or I Wii Earn Dalton,
" i the form of a spring key, asshown.
Q The track tie sgucture and-the rail-fasten- -50 'ing means as so ar described formnopart PatentedAipn U, 1928. v
UNITED STAT Es PA NT or icE.
WILLIAM; nii'ron, or eLmWILLE, nnw Yank.
:aa'maoan raacx srnuc'iroan.
' Original application filed February 1, 1927, Serial 110. 165,13. Patent no. 1,657,242,1Md January a4,
.1928." Divided and this application am September 20, 1921. Serial-Io. 220,811.
. This application is a division of myappli cation Serial Number 165,136, filed February "1, 1927, now Patent 1,657,242, January 24,-
- I The invention relates to railroad track' structures and especially to railroad track g structures wherein the ties are formed from metal.
i The object of the invention is to provide an improved form and construction of anticreeping arrangement for both the rails and the-ties, andfor a consideration of what I believe to be noveland my invention, attention is directed-to the following specifica- 5 tion and the claims appended thereto.
In the drawing, Fig. 1 is a top plan View of a track structure embodying my inven- 'tion, and Fig. 2 is a perspective view thereof. Referring to the drawing, 1 indicates go track ties which are formed of ,metal and which embody as a part of their structure .7 angle bars 3 and 4 located at opposite ends l of the tie. In the present instance each-tie is shown as comprising two lengths of tie 5 bars 5 and 6 which are fastened together at I their ends by the angle bars 3 and 4 and on their top surfaces by plates 7 and 8 which 7 form supports for the track rails. The plates 7 and 8 are shown as being standard 7 o tie plates and they are welded in place as is illustra'ted at '9. The rail positioning and.
holding rib of the tie plates is indicated at '10.. In the tie plates are two spaced openings 11 and- 12 between which the base flange of the track rail lies. The-head of the track 'rail isindicated at 13, the web is indicated at 14 and the base flange is indicated at 15.
r The rail is fastened to the-ties by fastening means comprising two members, a rail clamping member 16 and a fastener 17. The
rail-clamping member comprises a short U- -shaped bar having a central .portion 18* which lies in the tie plate opening,-an -upper inturned end 19 which projects over thebase I flange of the rail and a lower inturned end .20 which extends beneath thetie plate. 'It is held in place by-the fastener 17 which-is in of my present invention, the track tie structare forming the subject matter of my Pat 'ent 1,657',241 January 24, 1928, and the fastenin means forming the subject matter of .86 my. atent- 1,657,242,'a1ready to.
applied.
They are illustrated onlybyway ofexample and are to be taken as typical of any suitable construction to which my invention may be According to my "invention, I make the an- -v le bars 3 and4 at the ends of the ties of a length-such that they abut against each other as is indicated at 21, and I- then provide at vsuitable points on the rail base flanges projections 22 which stand on opposite sides of the end 19 of a rail fastener. Projections- 22 may be built up-by fusing metal to the rail flange, using a-welding machine for the purpose, or they may be formed on the rail when itis rolled. Projections 22 need be provided only at spaced points, it beingunnecessary to provide them-at eve tie. o fact, at one tie withinthe length 0 each rail may be suflicient. With this arrangement,
creeping of the rail is prevented by'projections 22 engaging ends 19 ofthe rail fasten ers. And the abutting angle barsat'the ends of the ties serve to distribute the stress among theseveral ties so that the stress is not borne by the single tie appurtenant to thepiojections 22. Since the anglebars at other, each individual tie is held from displacement by the adjacent ties. v By the above-described arrangement, therefore, ,wherein I provide abutting flanges orprojections 3,4 at the ends OfjhG tIGS which flanges OIf'PIOjGCtlQIlS form apart of 'the ends of the successve ties abut one anthe ties in combination with projections 22 appurtenant to certain of'the ties and which track structure wherein the ties mutually support one another against. displacement and one wherein the rails are held from creeping. Bythus providing the abutting projections on the ties, I obtain the impor- I V I I .prevent creeping. of'the rails, I provide. 2.
tant result that it becomes necessary to;pro-. vide rojections 22 on but few ties per rail 'lengt it being in fact necessary inmost instances to provide projections 22 appurte- "nant to but one tie per rail length. This serves to simplify the'structure and makes it possibleto provide. the anti-creeping arrangement at low cost. v
-The use in the combination of an le bars '3 and 4 at theends of the ties a ter the manner illustrated is of' especial utility since I v the vertical partsior plates of the angle bars serveto anchor the ties'in the ballast against endwise movement while theabutting of the I What I claim as new and desire to secure by Letters Patent of the United States, is
1. In a track structure, the combination of a plurality of ties having abutting projections at their ends whereby'the ties mutualwhich form a part of the tie structure, the
angle irons of'adjacent ties abutting each other, a rail on the ties, and abutting projections on the rail and at least one of the ties to prevent creeping of the rail.- 7
r 3. In a track structure} the combination of a plurality of ties, each tie having transversely-extending platesv at its ends which project beyond the confines of the tie and I0 ly su port each other, a raiLon the ties, and abutting projections on the rail and at least on of the ties to prevent creeping of the ral '2. In a track structure, the combination of ll a plurality of ties, each tie having transversely-extending angle irons at its ends form a part of the tie structure, the plates I of adjacent. ties abutting each other whereby the ties serve to. mutually support one another. I f In witness whereof, I have hereunto set 80 my hand this 15 do. of September,'1927.
fVaILLIAM DALTON.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US220811A US1666688A (en) | 1927-02-01 | 1927-09-20 | Railroad-track structure |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US165136A US1657242A (en) | 1927-02-01 | 1927-02-01 | Railroad-track structure |
US220811A US1666688A (en) | 1927-02-01 | 1927-09-20 | Railroad-track structure |
Publications (1)
Publication Number | Publication Date |
---|---|
US1666688A true US1666688A (en) | 1928-04-17 |
Family
ID=26861139
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US220811A Expired - Lifetime US1666688A (en) | 1927-02-01 | 1927-09-20 | Railroad-track structure |
Country Status (1)
Country | Link |
---|---|
US (1) | US1666688A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2708072A (en) * | 1953-11-23 | 1955-05-10 | Dalton William | Railway track structure |
-
1927
- 1927-09-20 US US220811A patent/US1666688A/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2708072A (en) * | 1953-11-23 | 1955-05-10 | Dalton William | Railway track structure |
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