US2211021A - Track rail fastening - Google Patents
Track rail fastening Download PDFInfo
- Publication number
- US2211021A US2211021A US227898A US22789838A US2211021A US 2211021 A US2211021 A US 2211021A US 227898 A US227898 A US 227898A US 22789838 A US22789838 A US 22789838A US 2211021 A US2211021 A US 2211021A
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- US
- United States
- Prior art keywords
- rail
- tie
- base
- fastening
- clips
- 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
- E01B13/00—Arrangements preventing shifting of the track
- E01B13/02—Rail anchors
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2201/00—Fastening or restraining methods
- E01B2201/04—Fastening or restraining methods by bolting, nailing or the like
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2201/00—Fastening or restraining methods
- E01B2201/10—Fastening or restraining methods in alternative ways, e.g. glueing, welding, form-fits
Definitions
- the fastening of this invention is particularly ne of the flanges at the outer ed es of the tie adapted to high speed railroad interurban open plate and on the adjacent rail base and web and track-subway and elevated track construction each provided with a T slot adapted to receive where, due to its open character, control is needed
- T he d o be held down yover expansion and contraction in order that e i ion lso con i s in the improve modern joints such as Thermit, fiash weld or any ments to b presently des d d fi a y continuous welded joint may be utilized. a med.
- Tie plates Fig. 3 is a pe sp ct W s ati a odia d fi m; combinations o t plates and fication in which the clip anchor is provided at its spikes and clips are'used; however, they all fall side edges with a flang and short of recognizing and using the full area of the ig. 4 is a similar view of another modification rail base and part of the web of the rail as a in Which e cl p anchor is p d With a lip load distributing agent. for engaging e rail se.
- the objects of the present invention are to In the d g it indicates a po t o o a w y provide an adequate open track fastening adapted rail and b indicates ab of the lie I ndito meet the requirements of the advances made Oates a tie Plate having at its es fla es 3 in new equipment, higher speeds and heavier indicates shoulders at the side edges of the tie loads and which permits of the continuous weld- P te d y a e adapted to abut 011 the D- ing of rail joint it t creepage in an open posite edges of the rail base.
- tie plate adapted for application to a, ti d rail clips 9 and a description of one of them will having flanged outer edges and shouldered side ce be au th y are d pl h r il lip edges adapted to abut on the opposite edges of 9 is curved in consonance with the rail base and the rail base, a pair of clip anchors adapted reweb and it abuts on the flange 2 and it is p spectively to abut at one end on the tie plate vided with a T slot 10 adapted to receive the T outer flanges and each having at the other end an head 5 and to be held down thereby.
- the tie upstanding T head adapted to bear on the adcl ps extend over the rail base and up the web jacent edge of the rail flange and each having a of the rail to the neutral axis.
- ll indicates aknee loop extension adapted to pass under and friction and compression agent such as Masonbear on the rail base and to lie alongside the tie ite (compressed wood) or rubber, and it is inand extend to the opposite edge of the rail base, a terposed between the rail, shoulder, and tie plate, pair of rail clips curved in consonance with the and between the rail clip and rail web and base.
- rail base and web and each adapted to abut on 12 indicates screw spikes for attaching the described fastening, which is locked to the rail, in place on the tie.
- the entire rail base above the tie plate and the web of the rail up to the neutral axis of the same is used as a bearing agent in fastening the rail to the tie.
- This increases the bearing area and stress distribution area from the usual four square inches to fifty-six square'inches or thereabouts and the above area. is coupled to the opposite side of the rail base through a common anchorage, using the rail itself for hold down anchorage.
- the tie .plate I is first placed on the tie b. and the rail a is then placed on the tie plate with the edges of its base in contact with the flanges 3.
- the clip anchors 4 are then applied with their T heads 5 in contact with the edge of the rail base and to one side of the flange 3 and the outer edges of the clip anchor are in contact with the tie plate flanges 2.
- the knee loop extensions pass along the tie and under the rail and the knees I abut on the bottom of the rail base, the hook 8 engages the head of the rail base opposite the edge where the slip anchor is arranged.
- the hook 8 may be hammered or otherwise forced into contact with the rail base.
- the rail clips 9 are then applied with the T heads 5 through the T slots l and they are driven inward until their outer edges lie in engagement with the flanges 2 of the tie plate. The rail and rail fastening are thus completely interlocked so that they act as a unit rather than as independent parts.
- the function of the screw or other spikes I2 is merely to connect the rail fastening and the tie and during the assemblage of the parts of the fastening the openings l3 for the screw or other spike [2 are brought into alignment.
- the holding power and frictional resistance of the fastening opposes creeping of the rail in either direction.
- the bracing action of the described fastening checks sidewise stresses.
- the Masonite or other material which is compressed between the shoulders of the tie plate and between the base of the rail and top of the tie plate prevents cutting or wearing of the tie plate by direct contact of metal or metals and furthermore that material has a sound deadening effect and eliminates noise to a great extent.
- extensions 6 lie on opposite faces of a tie b, they serve to square the tie and the rail and rail fastening. When the extensions 6, are in the form of loops they are springy which is an advantage in some cases.
- the purpose of bevelling or undercutting the ends of the clip anchors 4 and rail clips 9 is to facilitate their assembly in the flanges 2 by driving them after they have been properly mounted in respect to the rail.
- the outer walls of the head of the T-slot III are also bevelled or undercut to facilitate the entrance of the T-head 5 when the rail clips are driven to place.
- the embodiment of the invention described is particularly adapted to high speed railroad interurban open track speedway and elevated track construction but for other uses itis not always necessary or desirable to use the complete conlips 9' for engagement with the upper surface of the rail base.
- Means for fastening railway rails to ties comprising the combination of a tie plate adapted for application to the tie and having upstanding flanges at its outer edges and shouldered intermediate portions said portions adapted to abut .on the opposite edges of the rail base. a pair of clip anchors superposed on the tie plate and adapted respectively to abut at one end on said tie plate flanges and each having at the other end an up-standing T head wholly located above the tie plate and adapted to bear on the adjacent edge of the rail flange and each having a knee loop adapted to pass under and bear on the bottom of the rail base and to pass alongside the tie to the oppositeedge of the rail base and there engage the bottom edgeand top of the rail base.
- Means for fastening railway rails to ties comprising the combination of a tie plate adapted for application to the top of a tie and having side flanges and intermediate shoulders, a pair of clip anchors superposed on the tie plate and each adapted to bear on one of said flanges and having an up-standing T head wholly located above the tie plate and aligned with one of said shoulders and having a knee loop adapted to'extend at the side of the tie plate into alignment with the T head ofthe other clip anchor and there engage the bottom side and top of the rail base as well as engage the opposite under face of the rail base, rail clips having T slots adapted to receive said T heads and to abut on the flanges of the tie plate and on the base and web of the rail and means securing said plate, anchors and clips to the tie.
- Means for fastening railway rails to ties comprising the combination 'of a tie plate underlying the rail and overlying the top surface of the tie and having upstanding side flanges and intermediate shoulders said shoulders being adapted to engage the edges of the base of th rail, clip anchors superposed on the tie plate nd having up-standing T heads and provided with extensions adapted to engage the under face of the base of the rail and also one edge of the far side thereof, rail clips having slots for the T heads and adapted to engage the top of the base and a substantial portion of the web of the rail, and means for securing the clip. anchor and rail clip to the tie plate and tie.
- said securing means comprises spikes which penetrate the rail clips, clip anchors, and tie plate and enter the ties to hold down the fastening elements and rail to the tie.
- Means for fastening railway rails to ties consisting of a tie-plate adapted for insertion between the upper surface of the tie and the bottom surface of the rail and shouldered intermediate its side edges to engage both edges of the rail base and having upstanding flanges at said side edges, a pair of clip anchors having T-heads overlying the tie plate and other means underlying the rail base at each edge thereof, a pair of rail clips engaging said upstanding flanges and also the upper face of the rail base and parts of the web and having T-slots engaging the T- heads, whereby said anchors and clips are adapted to be clamped together and to the top and bottom parts of the rail base and to the rail web, and. means for securing the clip anchor and rail clip to the tie plate and tie.
- Means for fastening railway rails to ties consisting of a pair of clip anchors adapted to be disposed at the respective sides of a rail and each having an extension arranged along the side of the tie and adapted to under span the rail and to engage the under face of the rail base at both sides thereof and to engage the far edge of the rail base, a pair of rail clips adapted to be superposed on the clip anchors and shaped to engage the top face of the rail base and a portion of the web, means interposed between the rail clips and clip anchors for clamping them together in pairs, a tie plate upwardly flanged to engage the rail base and the ends of the clips and adapted to be superposed between the top surface of the tie and the rails, anchors and clips, and means securing said anchors and clips to the tie.
- a tie plate, clip anchors and rail clips arranged on top of said plate on the same single tie, T-heads on said anchors and T-slots in said clips located wholly above the tie plate and interconnecting.
- said clip anchors each having an extension adapted to contact the opposite side of the same tie and to under pass a rail and engage the far edge thereof.
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Connection Of Plates (AREA)
Description
Aug, 13, 1940. J. w. MATHIAS TRACK RAIL FASTENING Filed Sept. 1. 1958 Patented Aug. 13, 1940 TRACK RAIL FASTENING John W. Mathias, Upper Darby, Pa.,assignor of one-half to John L. Martin, Philadelphia, Pa.
Application September 1, 1938, Serial No. 227,898;
7 Claims. (Cl. 238-388) The fastening of this invention is particularly ne of the flanges at the outer ed es of the tie adapted to high speed railroad interurban open plate and on the adjacent rail base and web and track-subway and elevated track construction each provided with a T slot adapted to receive where, due to its open character, control is needed One Of the T he d o be held down yover expansion and contraction in order that e i ion lso con i s in the improve modern joints such as Thermit, fiash weld or any ments to b presently des d d fi a y continuous welded joint may be utilized. a med.
Track construction has retained to a great ex- In the following desc er ce will be tent the same original method of fastening rails m e to he a m ny drawing fo m n p rt to wood ties, by holding merely the edges of the hereef d n h ch, 10 base of the rail by means of hook head spikes, Figure 1 S a p pe VieW P y in O screw spikes, or screw spikes and clips, either with Section illustrating a track rail fastening or without base plate fastenings using both sides body features. of the invention. ofthe rail base edges for a fastening base, result- 215 a S a V Showing t parts o th ing in proportionately small bearing on the rail rail fastening in detached DOSItiOII- base itself in fastening rails tov ties. Tie plates Fig. 3 is a pe sp ct W s ati a odia d fi m; combinations o t plates and fication in which the clip anchor is provided at its spikes and clips are'used; however, they all fall side edges with a flang and short of recognizing and using the full area of the ig. 4 is a similar view of another modification rail base and part of the web of the rail as a in Which e cl p anchor is p d With a lip load distributing agent. for engaging e rail se.
The objects of the present invention are to In the d g it indicates a po t o o a w y provide an adequate open track fastening adapted rail and b indicates ab of the lie I ndito meet the requirements of the advances made Oates a tie Plate having at its es fla es 3 in new equipment, higher speeds and heavier indicates shoulders at the side edges of the tie loads and which permits of the continuous weld- P te d y a e adapted to abut 011 the D- ing of rail joint it t creepage in an open posite edges of the rail base. They are shown track construction; to use the full area of the as confined to the edges of the tie p at 0 as to rail base and a large part of the area of the web accommodate other parts which 'b e of a n a a m distributing agent t after described. There are a pair of clip anchors creasing the bearing and stress distributing area; 4 a d since y a du a t is ly n esto utilize the rail itself for hold down anchorage; y t d e e O them- These p a OIS to interlock the parts of the fastening in such abut on the flanges an t y are each provided a way that they act as a unit to eliminate creeph a T h d a apted o b on e djacent ing of the rails and check sidewise stresses by edge of the rail flange The p anchor a so the bracing action of the fastening; to hold the p vided with an extension from one of its latrails to gauge and to avoid the use of bolts or eral edges and this extension includes a loop 6 the like between the fastening and rail. and knees I so that it is a knee loop. The knee Other objects of the invention will appear from 0 p passes und r and ears on the b ttom of the the following description at the end of which ra base and it en s along the t o e p- 40 the invention wil be claimed, posite edge of the rail base and at its end it may Generally stated the invention consists in a be provided with a hook 8. There are a pair of tie plate adapted for application to a, ti d rail clips 9 and a description of one of them will having flanged outer edges and shouldered side ce be au th y are d pl h r il lip edges adapted to abut on the opposite edges of 9 is curved in consonance with the rail base and the rail base, a pair of clip anchors adapted reweb and it abuts on the flange 2 and it is p spectively to abut at one end on the tie plate vided with a T slot 10 adapted to receive the T outer flanges and each having at the other end an head 5 and to be held down thereby. The tie upstanding T head adapted to bear on the adcl ps extend over the rail base and up the web jacent edge of the rail flange and each having a of the rail to the neutral axis. ll indicates aknee loop extension adapted to pass under and friction and compression agent such as Masonbear on the rail base and to lie alongside the tie ite (compressed wood) or rubber, and it is inand extend to the opposite edge of the rail base, a terposed between the rail, shoulder, and tie plate, pair of rail clips curved in consonance with the and between the rail clip and rail web and base. rail base and web and each adapted to abut on 12 indicates screw spikes for attaching the described fastening, which is locked to the rail, in place on the tie.
From the foregoing description it is evident that the entire rail base above the tie plate and the web of the rail up to the neutral axis of the same is used as a bearing agent in fastening the rail to the tie. This increases the bearing area and stress distribution area from the usual four square inches to fifty-six square'inches or thereabouts and the above area. is coupled to the opposite side of the rail base through a common anchorage, using the rail itself for hold down anchorage. In assembling the parts the tie .plate I is first placed on the tie b. and the rail a is then placed on the tie plate with the edges of its base in contact with the flanges 3. The clip anchors 4 are then applied with their T heads 5 in contact with the edge of the rail base and to one side of the flange 3 and the outer edges of the clip anchor are in contact with the tie plate flanges 2. The knee loop extensions pass along the tie and under the rail and the knees I abut on the bottom of the rail base, the hook 8 engages the head of the rail base opposite the edge where the slip anchor is arranged. The hook 8 may be hammered or otherwise forced into contact with the rail base. The rail clips 9 are then applied with the T heads 5 through the T slots l and they are driven inward until their outer edges lie in engagement with the flanges 2 of the tie plate. The rail and rail fastening are thus completely interlocked so that they act as a unit rather than as independent parts. The function of the screw or other spikes I2 is merely to connect the rail fastening and the tie and during the assemblage of the parts of the fastening the openings l3 for the screw or other spike [2 are brought into alignment. The holding power and frictional resistance of the fastening opposes creeping of the rail in either direction. Furthermore the bracing action of the described fastening checks sidewise stresses. The Masonite or other material which is compressed between the shoulders of the tie plate and between the base of the rail and top of the tie plate prevents cutting or wearing of the tie plate by direct contact of metal or metals and furthermore that material has a sound deadening effect and eliminates noise to a great extent. It may be remarked that there are no bolts or the like for securing the rail fastening to the rail and in the usual type of rail fastenings the stresses from the rail to the fastener is distributed entirely through a bolt or the like which is constantly being worked or stressed. The described parts of the fastening can be manufactured at little expense and are easily and quickly assembled.
Since the extensions 6 lie on opposite faces of a tie b, they serve to square the tie and the rail and rail fastening. When the extensions 6, are in the form of loops they are springy which is an advantage in some cases. The purpose of bevelling or undercutting the ends of the clip anchors 4 and rail clips 9 is to facilitate their assembly in the flanges 2 by driving them after they have been properly mounted in respect to the rail. The outer walls of the head of the T-slot III, are also bevelled or undercut to facilitate the entrance of the T-head 5 when the rail clips are driven to place.
The embodiment of the invention described is particularly adapted to high speed railroad interurban open track speedway and elevated track construction but for other uses itis not always necessary or desirable to use the complete conlips 9' for engagement with the upper surface of the rail base.
It will be obvious to those skilled in the art to which the invention relatesthat modifications may be made in details of construction and arrangement and in matters of mere form without departing from the spirit of the invention which is not limited to such matters, or otherwise than the prior art and the appended claims may require.
I claim:
1. Means for fastening railway rails to ties comprising the combination of a tie plate adapted for application to the tie and having upstanding flanges at its outer edges and shouldered intermediate portions said portions adapted to abut .on the opposite edges of the rail base. a pair of clip anchors superposed on the tie plate and adapted respectively to abut at one end on said tie plate flanges and each having at the other end an up-standing T head wholly located above the tie plate and adapted to bear on the adjacent edge of the rail flange and each having a knee loop adapted to pass under and bear on the bottom of the rail base and to pass alongside the tie to the oppositeedge of the rail base and there engage the bottom edgeand top of the rail base. and a pair of rail clips curved in consonance with the'raii base and web and each adapted to abut'on one of said tie plate flanges and on the adjacent rail base, and web and each provided with a T slot adapted to receive one of the T heads and to be held down thereby said plate, anchor and clips being secured together by their interlocking relation with the rail and with each other and being secured to the tie by additional means.
2. Means for fastening railway rails to ties comprising the combination of a tie plate adapted for application to the top of a tie and having side flanges and intermediate shoulders, a pair of clip anchors superposed on the tie plate and each adapted to bear on one of said flanges and having an up-standing T head wholly located above the tie plate and aligned with one of said shoulders and having a knee loop adapted to'extend at the side of the tie plate into alignment with the T head ofthe other clip anchor and there engage the bottom side and top of the rail base as well as engage the opposite under face of the rail base, rail clips having T slots adapted to receive said T heads and to abut on the flanges of the tie plate and on the base and web of the rail and means securing said plate, anchors and clips to the tie.
3. Means for fastening railway rails to ties comprising the combination 'of a tie plate underlying the rail and overlying the top surface of the tie and having upstanding side flanges and intermediate shoulders said shoulders being adapted to engage the edges of the base of th rail, clip anchors superposed on the tie plate nd having up-standing T heads and provided with extensions adapted to engage the under face of the base of the rail and also one edge of the far side thereof, rail clips having slots for the T heads and adapted to engage the top of the base and a substantial portion of the web of the rail, and means for securing the clip. anchor and rail clip to the tie plate and tie.
4. The combination substantially as described in claim 3 in which said securing means comprises spikes which penetrate the rail clips, clip anchors, and tie plate and enter the ties to hold down the fastening elements and rail to the tie.
5. Means for fastening railway rails to ties consisting of a tie-plate adapted for insertion between the upper surface of the tie and the bottom surface of the rail and shouldered intermediate its side edges to engage both edges of the rail base and having upstanding flanges at said side edges, a pair of clip anchors having T-heads overlying the tie plate and other means underlying the rail base at each edge thereof, a pair of rail clips engaging said upstanding flanges and also the upper face of the rail base and parts of the web and having T-slots engaging the T- heads, whereby said anchors and clips are adapted to be clamped together and to the top and bottom parts of the rail base and to the rail web, and. means for securing the clip anchor and rail clip to the tie plate and tie.
6. Means for fastening railway rails to ties consisting of a pair of clip anchors adapted to be disposed at the respective sides of a rail and each having an extension arranged along the side of the tie and adapted to under span the rail and to engage the under face of the rail base at both sides thereof and to engage the far edge of the rail base, a pair of rail clips adapted to be superposed on the clip anchors and shaped to engage the top face of the rail base and a portion of the web, means interposed between the rail clips and clip anchors for clamping them together in pairs, a tie plate upwardly flanged to engage the rail base and the ends of the clips and adapted to be superposed between the top surface of the tie and the rails, anchors and clips, and means securing said anchors and clips to the tie.
'7. In means for fastening rail way rails to ties, a tie plate, clip anchors and rail clips arranged on top of said plate on the same single tie, T-heads on said anchors and T-slots in said clips located wholly above the tie plate and interconnecting.
the anchors and clips in pairs, means for fastening the clips and anchors to the top of said tie, said clip anchors each having an extension adapted to contact the opposite side of the same tie and to under pass a rail and engage the far edge thereof.
JOHN W. MATHIAS.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US227898A US2211021A (en) | 1938-09-01 | 1938-09-01 | Track rail fastening |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US227898A US2211021A (en) | 1938-09-01 | 1938-09-01 | Track rail fastening |
Publications (1)
Publication Number | Publication Date |
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US2211021A true US2211021A (en) | 1940-08-13 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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US227898A Expired - Lifetime US2211021A (en) | 1938-09-01 | 1938-09-01 | Track rail fastening |
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US (1) | US2211021A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3883072A (en) * | 1974-04-05 | 1975-05-13 | Portec Inc | Rail anchor |
DE3631492A1 (en) * | 1986-09-16 | 1988-03-17 | Schwartz Heinz | Reduction of the structure-borne noise on the rails of a railway track |
US5050797A (en) * | 1989-02-14 | 1991-09-24 | Kihn S.A.R.L. | Rail fastening for points of railway tracks |
US20070170013A1 (en) * | 2004-02-19 | 2007-07-26 | Rivera Jim A | Elevator rail support bracket |
US20210179388A1 (en) * | 2018-09-27 | 2021-06-17 | Nationwide Lifts | Glass elevator innovations |
-
1938
- 1938-09-01 US US227898A patent/US2211021A/en not_active Expired - Lifetime
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3883072A (en) * | 1974-04-05 | 1975-05-13 | Portec Inc | Rail anchor |
DE3631492A1 (en) * | 1986-09-16 | 1988-03-17 | Schwartz Heinz | Reduction of the structure-borne noise on the rails of a railway track |
US5050797A (en) * | 1989-02-14 | 1991-09-24 | Kihn S.A.R.L. | Rail fastening for points of railway tracks |
US20070170013A1 (en) * | 2004-02-19 | 2007-07-26 | Rivera Jim A | Elevator rail support bracket |
US20210179388A1 (en) * | 2018-09-27 | 2021-06-17 | Nationwide Lifts | Glass elevator innovations |
US11919743B2 (en) * | 2018-09-27 | 2024-03-05 | Nationwide Lifts | Glass elevator innovations |
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