US953984A - Metallic railway-tie. - Google Patents
Metallic railway-tie. Download PDFInfo
- Publication number
- US953984A US953984A US52511609A US1909525116A US953984A US 953984 A US953984 A US 953984A US 52511609 A US52511609 A US 52511609A US 1909525116 A US1909525116 A US 1909525116A US 953984 A US953984 A US 953984A
- Authority
- US
- United States
- Prior art keywords
- channel
- enlargements
- face
- channel bars
- 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
Links
- 238000010276 construction Methods 0.000 description 4
- 235000002918 Fraxinus excelsior Nutrition 0.000 description 1
- 239000002956 ash Substances 0.000 description 1
- 239000003818 cinder Substances 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000006073 displacement reaction 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
- 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
- My invention relates to railway ties and has for an object to provide a metallic railway tie having the rail fastening devices arranged to permit the rail to expand and at the same time securely hold the rail against lateral displacement.
- a further object is to provide a railway tie having the rail fastening devices so disposed that a broken or defective member may be removed and replaced with a new one without affecting the position of the rails upon the tie.
- a still further object is to provide a railway tie composed of two companion sections which can be adjusted relatively to each other to take up the wear upon the rail fastenings and will require no tool other than a wrench for this operation.
- Figure 1 is a plan view of a railway tie constructed in accordance with my invention.
- Fig. 2 is a side elevation of my improved railway tie.
- Fig. 3 is an end elevation of the same.
- Fig. 1 is a longitudinal sectional View, taken on the line A-B of Fig. 1.
- a and B designate a pair of channel bars placed side by side.
- the channel bar A is provided on one of its wings 5 with a pair of spaced enlargements 6 and 7 extending across its channel to the opposed face of the other wing 8 and forming closures for the ends of the channel.
- the channel bar B is likewise provided on one of its wings 9 with enlargements 10 and 11 which engage the opposite wing 12 of the channel bar and form closures for the ends of the channel.
- the enlargement 6 is provided with a Specification of Letters Patent.
- a substantially oblong opening 15 formed in the wing 8 exposes the beveled face of the enlargment 6.
- the opposite end of the wing 8 is cut away, as shown at 16, to expose the beveled face 14 of the enlargement 7.
- enlargement 10 of the channel plate B is provided with a beveled face 17 adjacent the end face of the channel bar, and the enlargement 11 with a beveled face 18 remote from the opposite end face of the channel bar.
- a substantially oblong opening 19 formed in the wing 12 of the channel bar exposes the beveled face of the enlargement 11.
- the opposite end of the wing 12 is cut away to expose the beveled face of the enlargement 10.
- the beveled faces of the enlargements are perpendicular to the webs of their respective channel bars and extend to nearly the top faces of the flanges thereof.
- the orifices being of greater cross dimension at their openings through the opposed faces of the juxta-positioned wings will permit the channel bars to be moved relatively to one another by tightening the nuts upon the bolts.
- the object of this relative adjustment of the channel bars is to take up the wear upon the rail fastenings so that a tight.
- connection of the parts may be maintained at all times.
- abutment plates 23 and 2 Removably secured to the diagonally opposite ends of the channel bars is a pair of abutment plates 23 and 2 1.
- the abutment plates may be secured to the top faces of the channel bars in any preferred manner, the connection here being shown by threaded lugs 25 secured to the wings of the channel bars and adapted to be engaged through suitable openings in the abutment plates.
- Lock nuts 26 carried upon the extremities of the threaded lugs securely clamp the abutment plates in position.
- clamps 2 Slidingly fitted between the bottom faces of the abutment plates and top faces of the before mentioned enlargements are clamps 2? each terminating at one end in a perpendicular head 28 that extends over the outer side of a rail base flange, as shown.
- a stop 29 Formed in alinement with the head of each clamp is a stop 29 which engages the end face of the adjacent enlargement, which latter is undercut as shown to provide a rib 30, under which a hook 31 formed upon the stop 29 is engaged to rigidly hold the clamp against lateral or rocking movement.
- clamping plates 32 and 33 Sliding-1y mounted upon the top faces of the channel bars approximately intermediate the ends thereof, are clamping plates 32 and 33, each of which is provided with a beveled end face at, to extend over the inner side of a rail base flange.
- An integral lug projects downwardly from the bottom face of each clamping plate and engages the bottom face of the rail base flange.
- Posi tioned transversely the channel bars below the clamping plates are rods 36.
- Hooks 37 engage the rods 36 and project upwardly through suitable openings in the clamping plates, being then threaded and provided with nuts 38 that bear against the top faces of the clamping plates to securely lock the same to the top faces of the channel bars.
- the openings in the clamping plates are of sutlicient size to loosely engage the shanks of the hooks 37 so as to permit the clamping plates to be slid upon the top surface of the channel bars without disengaging the hooks from the rods.
- the object of this construction is to permit each clamping plate to be adjusted relatively to the base flange of the rail so as to take up any wear upon the engaging surface of the clamping plate.
- abutment plates 89 and 40 Rigidly secured to the top faces of the channel bars are a second pair of abutment plates 89 and 40 which bear against the rear ends of the clamping plates and extend to within a slight distance of the base flange of the opposite rail of the track.
- the abutment plates may be secured in position in any desired manner, the connect-ion being here shown by threaded lugs 41 secured to the channel bar wings and projecting upwardly through suitable openings formed in the abutment plates.
- Lock nuts 42 carried upon the threaded extremities of the lugs bear against the top faces of the abutment plates and securely clamp the same to the channel bars.
- bracing ribs 43 Positioned transversely the channel bars below the abutment plates are bracing ribs 43.
- clamps l4 Slidably mounted between the abutment plates and bracing ribs are clamps l4 having heads 45 that extend over the rail base flange, as shown. Formed integral with the heads 45 and in alinement therewith are stops 46 that bear against the end faces of the bracing ribs and are provided with hooked extremities 4:7 to engage the under surface thereof and securely hold the clamps against rocking movement.
- the base flanges of the rails are not positively held at any point and may freely expand and contract without inj uring the fastening devices. It will be further seen that the abutment plates and clamp ing plates form a housing over the channels of the channel bars to prevent ashes, cinders, etc., of the road bed from gaining access to the interior of the channel bars so that the fastening devices will not become choked and their removal impeded.
- a pair of channel bars placed side by side, each having one of its wings formed with an integral internal enlargement adjacent each end, said enlargements being provided with obliquely disposed orifices each having one end flared and opening through the contact face of the channel bar, the flared ends of adjacent orifices being adapted to register, and bolts passed obliquely through the registering orifices to clamp said channel bars together.
- a pair of channel bars placed side by side each having one of its wings formed with an enlargement adjacent each end engaging the opposite wing, the enlargement at one end of the wing having an inclined face remote from the end face of the wing and the enlargement at the other end of the wing having an inclined face adjacent the opposite end face of the wing, the opposite wing of the channel bar being mutilated to expose the inclined faces of said enlargements, each of said enlargements being provided with an orifice at right angles to its inclined face and opening through the lateral face of the wing, the orifices of adjacent enlargements being adapted to register, bolts passed through said registering orifices, and nuts carried upon the bolts adapted to engage the beveled faces of said enlargements to clamp said channel bars together.
- a pair of channel bars placed side by side each having an enlargement formed at each end of one of its wings engaging the opposed face of the opposite wing, each of said enlargements having a flat top face below the top edges of the channel bar, bolts passed obhquely through said enlargements to clamp the channel bars together, abutment plates rigidly secured to the diagonally opposite ends of said channel bars above said enlargements, clamps slidingly mounted between said abutment plates and enlargements adapted to extend over one side of the base flange of the rail; and clamping plates removably secured to the intermediate portions of said channel bars adapted to extend over the opposite side of said rail base flange.
- a pair of channel bars placed side by side each having an enlargement formed at each end of one of its wings adapted to close the ends of its channel, each of said enlargements having a flat top face below the top edges of the wings, bolts passed obliquely through said enlargements to clamp the channel plates together, abutment plates rigidly secured to the diametrically opposite ends of the juxta-positioned channel bars above said enlargements, clamps slidingly mounted between said abutment plates and top faces of said enlar ements ada ted to extend over one side 0 a rail base ange, clam ing plates slidingly mounted on the top aces of saidchannel bars intermediate the ends thereof adapted to engage the opposite side of said rail base flange, rods arranged transversely the channel bars below said clamping plates, and hooks carried by said clamping plates for engagement with said rods to securely anchor said clamping plates in position.
- a pair of channel bars placed side by side and each having one of its wings provided with an enlargement adjacent each end adapted to close the ends of its channel; bolts passed obliquely through said enlargements to clamp the channel bars together, abutment plates arranged on the diametrically opposite ends of the channel bars above said enlargements, clamps adapted to extend over one side of the base flange of a rail, each of said clamps having a shank slidingly fitted between said abutment plates and top faces of the adjacent enlargements,
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Connection Of Plates (AREA)
Description
W. J. ALLSBROOKSL METALLIC RAILWAY TIE.
APPLIOATION FILED 0011.28, 1909.
953,984. Patented Apr. 5, 1910.
42 86 #4 if 4 1: x 26 J zamrsm b I WWW,
Auuazw e GRAHAM co. Puo'roumocmamzws WASHINGTON, D. c.
UNITED STATES PATENT OFFICE.
WILLIAM JEFFERSON ALLSIBROOKS, OF SAN ANTONIO, TEXAS, ASSIGNOR OF ONE-HALF T0 L. E. MILLER, 01: SYLVIA, TENNESSEE.
METALLIC RAILWAY-TIE.
To all whom it may concern:
Be it known that I, WILLIAM J. ALLs- BROOKS, a citizen of the United States, residing at San Antonio, in the county of Bexar and State of Texas, have invented a new and useful Metallic Railway-Tie, of which the following is a specification.
My invention relates to railway ties and has for an object to provide a metallic railway tie having the rail fastening devices arranged to permit the rail to expand and at the same time securely hold the rail against lateral displacement.
A further object is to provide a railway tie having the rail fastening devices so disposed that a broken or defective member may be removed and replaced with a new one without affecting the position of the rails upon the tie.
A still further object is to provide a railway tie composed of two companion sections which can be adjusted relatively to each other to take up the wear upon the rail fastenings and will require no tool other than a wrench for this operation.
With the above advantages and other objects in view which will appear as the description proceeds, my invention embraces certain novel details of construction and combination of parts which will be hereinafter more fully described and claimed.
In the accompanying drawing forming part of this specification, Figure 1 is a plan view of a railway tie constructed in accordance with my invention. Fig. 2 is a side elevation of my improved railway tie. Fig. 3 is an end elevation of the same. Fig. 1 is a longitudinal sectional View, taken on the line A-B of Fig. 1.
Like characters of reference designate similar parts in the views shown.
Referring to the parts by their reference characters, A and B designate a pair of channel bars placed side by side. The channel bar A is provided on one of its wings 5 with a pair of spaced enlargements 6 and 7 extending across its channel to the opposed face of the other wing 8 and forming closures for the ends of the channel. The channel bar B is likewise provided on one of its wings 9 with enlargements 10 and 11 which engage the opposite wing 12 of the channel bar and form closures for the ends of the channel.
The enlargement 6 is provided with a Specification of Letters Patent.
Application filed October 28, 1909.
Patented Apr. 5, 1910.
Serial No. 525,116.
' Formed obliquely through the enlargements of the juxta-positioned wings 5 and 9 are orifices 20 through which bolts 21 are passed to clamp the channel bars together. The orifices are formed at approximately right angles to the bevel faces of the enlargements and are expanded in cross dimension to approximate a slot at their opening through the opposed faces of the juxtapositioned wings. The clamping bolts are inserted through the oblong openings in the wings of the channel bars and engaged through the alined orifices of corresponding enlargements until their heads are in contact with the beveled faces of the enlarge-i ments. Nuts 22 travel upon the threaded extremities ofthe bolts and bear against the beveled faces of the enlargements. The orifices being of greater cross dimension at their openings through the opposed faces of the juxta-positioned wings will permit the channel bars to be moved relatively to one another by tightening the nuts upon the bolts. The object of this relative adjustment of the channel bars is to take up the wear upon the rail fastenings so that a tight.
connection of the parts may be maintained at all times.
Removably secured to the diagonally opposite ends of the channel bars is a pair of abutment plates 23 and 2 1. The abutment plates may be secured to the top faces of the channel bars in any preferred manner, the connection here being shown by threaded lugs 25 secured to the wings of the channel bars and adapted to be engaged through suitable openings in the abutment plates. Lock nuts 26 carried upon the extremities of the threaded lugs securely clamp the abutment plates in position.
Slidingly fitted between the bottom faces of the abutment plates and top faces of the before mentioned enlargements are clamps 2? each terminating at one end in a perpendicular head 28 that extends over the outer side of a rail base flange, as shown. Formed in alinement with the head of each clamp is a stop 29 which engages the end face of the adjacent enlargement, which latter is undercut as shown to provide a rib 30, under which a hook 31 formed upon the stop 29 is engaged to rigidly hold the clamp against lateral or rocking movement.
Sliding-1y mounted upon the top faces of the channel bars approximately intermediate the ends thereof, are clamping plates 32 and 33, each of which is provided with a beveled end face at, to extend over the inner side of a rail base flange. An integral lug projects downwardly from the bottom face of each clamping plate and engages the bottom face of the rail base flange. Posi tioned transversely the channel bars below the clamping plates are rods 36. Hooks 37 engage the rods 36 and project upwardly through suitable openings in the clamping plates, being then threaded and provided with nuts 38 that bear against the top faces of the clamping plates to securely lock the same to the top faces of the channel bars. The openings in the clamping plates are of sutlicient size to loosely engage the shanks of the hooks 37 so as to permit the clamping plates to be slid upon the top surface of the channel bars without disengaging the hooks from the rods. The object of this construction is to permit each clamping plate to be adjusted relatively to the base flange of the rail so as to take up any wear upon the engaging surface of the clamping plate.
Rigidly secured to the top faces of the channel bars are a second pair of abutment plates 89 and 40 which bear against the rear ends of the clamping plates and extend to within a slight distance of the base flange of the opposite rail of the track. The abutment plates may be secured in position in any desired manner, the connect-ion being here shown by threaded lugs 41 secured to the channel bar wings and projecting upwardly through suitable openings formed in the abutment plates. Lock nuts 42 carried upon the threaded extremities of the lugs bear against the top faces of the abutment plates and securely clamp the same to the channel bars. Positioned transversely the channel bars below the abutment plates are bracing ribs 43. Slidably mounted between the abutment plates and bracing ribs are clamps l4 having heads 45 that extend over the rail base flange, as shown. Formed integral with the heads 45 and in alinement therewith are stops 46 that bear against the end faces of the bracing ribs and are provided with hooked extremities 4:7 to engage the under surface thereof and securely hold the clamps against rocking movement.
It is evident that the base flanges of the rails are not positively held at any point and may freely expand and contract without inj uring the fastening devices. It will be further seen that the abutment plates and clamp ing plates form a housing over the channels of the channel bars to prevent ashes, cinders, etc., of the road bed from gaining access to the interior of the channel bars so that the fastening devices will not become choked and their removal impeded.
From the foregoing description, taken in connection with the accompanying drawings, it is thought that the construction and operation of my invention will be easily understood without a more extended explanation, it being understood that various changes may be made in the form, proportion and minor details of construction without sacrificing any of the advantages or departing from the spirit of the invention.
hat is claimed is:
1. In a railway tie, a pair of channel bars placed side by side, each having one of its wings formed with an integral internal enlargement adjacent each end, said enlargements being provided with obliquely disposed orifices each having one end flared and opening through the contact face of the channel bar, the flared ends of adjacent orifices being adapted to register, and bolts passed obliquely through the registering orifices to clamp said channel bars together.
2. In a railway tie, a pair of channel bars placed side by side each having one of its wings formed with an enlargement adjacent each end engaging the opposite wing, the enlargement at one end of the wing having an inclined face remote from the end face of the wing and the enlargement at the other end of the wing having an inclined face adjacent the opposite end face of the wing, the opposite wing of the channel bar being mutilated to expose the inclined faces of said enlargements, each of said enlargements being provided with an orifice at right angles to its inclined face and opening through the lateral face of the wing, the orifices of adjacent enlargements being adapted to register, bolts passed through said registering orifices, and nuts carried upon the bolts adapted to engage the beveled faces of said enlargements to clamp said channel bars together.
3. In a railway tie, a pair of channel bars placed side by side each having an enlargement formed at each end of one of its wings engaging the opposed face of the opposite wing, each of said enlargements having a flat top face below the top edges of the channel bar, bolts passed obhquely through said enlargements to clamp the channel bars together, abutment plates rigidly secured to the diagonally opposite ends of said channel bars above said enlargements, clamps slidingly mounted between said abutment plates and enlargements adapted to extend over one side of the base flange of the rail; and clamping plates removably secured to the intermediate portions of said channel bars adapted to extend over the opposite side of said rail base flange.
4:. In a railway tie, a pair of channel bars placed side by side each having an enlargement formed at each end of one of its wings adapted to close the ends of its channel, each of said enlargements having a flat top face below the top edges of the wings, bolts passed obliquely through said enlargements to clamp the channel plates together, abutment plates rigidly secured to the diametrically opposite ends of the juxta-positioned channel bars above said enlargements, clamps slidingly mounted between said abutment plates and top faces of said enlar ements ada ted to extend over one side 0 a rail base ange, clam ing plates slidingly mounted on the top aces of saidchannel bars intermediate the ends thereof adapted to engage the opposite side of said rail base flange, rods arranged transversely the channel bars below said clamping plates, and hooks carried by said clamping plates for engagement with said rods to securely anchor said clamping plates in position.
5. In a railway tie, a pair of channel bars placed side by side and each having one of its wings provided with an enlargement adjacent each end adapted to close the ends of its channel; bolts passed obliquely through said enlargements to clamp the channel bars together, abutment plates arranged on the diametrically opposite ends of the channel bars above said enlargements, clamps adapted to extend over one side of the base flange of a rail, each of said clamps having a shank slidingly fitted between said abutment plates and top faces of the adjacent enlargements,
and a stop at right angles to said shank adapted to abut against the adjacent end faces of said enlargements, clamping plates removably secured to the top faces of said channel bars and adapted to engage the opposite side of said rail base flange, a second pair of abutment plates arranged on the top faces of said channel bars contiguous to said clamping plates and terminating adjacent the base flange of the opposite rail of the track, and removable clamps slidably mounted in said channel bars below the second named abutment plates and adapted to engage the base flange of the second named rail.
In testimony that I claim the foregoing as my own, I have hereto affixed my signature in the presence of two witnesses.
WILLIAM JEFFERSON ALLSBROOKS.
Witnesses:
MARTIN KELLER, E. K. ELLIs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US52511609A US953984A (en) | 1909-10-28 | 1909-10-28 | Metallic railway-tie. |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US52511609A US953984A (en) | 1909-10-28 | 1909-10-28 | Metallic railway-tie. |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US953984A true US953984A (en) | 1910-04-05 |
Family
ID=3022391
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US52511609A Expired - Lifetime US953984A (en) | 1909-10-28 | 1909-10-28 | Metallic railway-tie. |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US953984A (en) |
-
1909
- 1909-10-28 US US52511609A patent/US953984A/en not_active Expired - Lifetime
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US919757A (en) | Railroad-track structure. | |
| US1074942A (en) | Railway-tie and rail-fastener. | |
| US1145780A (en) | Rail-fastener. | |
| US1070270A (en) | Railway-tie. | |
| US918452A (en) | Rail tie and fastener. | |
| US843120A (en) | Railway-joint. | |
| US1208093A (en) | Railway-tie. | |
| US1112368A (en) | Railway-tie and rail-fastener. | |
| US786982A (en) | Railway-tie. | |
| US1217767A (en) | Railway-tie and fastener. | |
| US850598A (en) | Metallic tie and rail-fastener. | |
| US1076144A (en) | Fastener for railway-rails. | |
| US998669A (en) | Railway-tie and rail-fastener. | |
| US1205190A (en) | Rail-fastener. | |
| US682011A (en) | Railroad-tie. | |
| US662850A (en) | Tie-plate. | |
| US1257083A (en) | Rail joint and fastener. | |
| US1049985A (en) | Metallic railroad-tie. | |
| US906900A (en) | Metallic tie and rail-fastener. | |
| US1063372A (en) | Rail tie-plate. | |
| US1138694A (en) | Metallic tie. | |
| US980788A (en) | Railroad-tie. | |
| US439722A (en) | Rail-joint | |
| US802764A (en) | Metallic tie and rail-fastener. | |
| US762703A (en) | Rail-fastening device. |