US1961488A - Railway crossing - Google Patents

Railway crossing Download PDF

Info

Publication number
US1961488A
US1961488A US483178A US48317830A US1961488A US 1961488 A US1961488 A US 1961488A US 483178 A US483178 A US 483178A US 48317830 A US48317830 A US 48317830A US 1961488 A US1961488 A US 1961488A
Authority
US
United States
Prior art keywords
crossing
adjacent
members
spaced
rails
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
Application number
US483178A
Inventor
William C Hedgcock
James P Begley
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
American Steel Foundries
Original Assignee
American Steel Foundries
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by American Steel Foundries filed Critical American Steel Foundries
Priority to US483178A priority Critical patent/US1961488A/en
Application granted granted Critical
Publication of US1961488A publication Critical patent/US1961488A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00Special pavings; Pavings for special parts of roads or airfields
    • E01C9/04Pavings for railroad level-crossings

Definitions

  • This invention pertains toY railway crossings', and more particularly to crossing including metallic plate members adapted to be interlocked suitably between and adjacent track rails at a crossing.
  • Another' object of the invention is to providen an improved railway crossing wherein therev is no interference With any track circuits and wherein the partsY yare arrangedV so" that there is no tendency of the same to loosen upon any' settling' action of theA road bed;
  • Aj further object of the invention is tov provide an improved railway crossing inexpensive'to make ⁇ and maintain', and one which fullls all requirements of manufacture and service'.
  • the invention may consist of certain novelifea ⁇ tures ofV construction and operation as' will be more fully described and particularly pointed out in the specification, drawings and' claims api' pended hereto.
  • Figure 1 is a fragmentary topplan View of a ⁇ railway crossing embodying'M the invention
  • Figure 2 is a sectional elevation throng-ha road-bed taken at the side of theembodiment of theinven'tion shown in Figure 1;
  • Figure 3 is a transverse sectional elevation through the road bed illustrated in Figure. 1 takenat one end thereof;
  • Figure'4 is an enlarged fragmentary sectional (ci. ees-s) elevation through a crossing, the same corresponding substantially' to Figure 2, showing thev interlock of adjacent plate members;
  • Figure 5 is a top plan view of one of the center' plates used in the crossing Figure 6 is an end elevation of the center plate illustrated in Figure 5, the same showing the interfitting tongues;-
  • Figurev 7 is an end elevation of the center plate illustrated in Figure 5 taken at the opposite end from that shown in Figure 6;
  • Figure 8 is a side elevation of the center plate shown in Figure 5.
  • spaced rails l0 are mounted on successive and adjacent ties 12 extending transversely of said rails, the road bed being completed by suitable ballast, ⁇ not shown.
  • the crossing extends toward the rails and transversely thereof, and is approached by means of approach and end platesv 14 between which are disposed approach plates 1:6 of any suitable number, depending upon the width of the crossing.
  • the crossing is completed between the rails by means of end plates 18" shown in alignment/with the approach and end plates; and av suitable number of intermediate center plates 20.
  • Each approachr and end plate is provided with a' main plate portion 22 provided with suitable anti-skid means such as the buttons 24, the' sides'of said plates adjacent the rails l0 being provided with a depending flange 26.
  • the plates are also provided with central reinforcing ribs 28 and outer reinforcing flanges' 30 spaced from the outer edgev of the plates and reinforced by means of brackets 32, ⁇ the reinforcing flanges preferably merging into an approach. portion 34,
  • the reinforcing membersV also merge into a depending flange 40 reflanged at 42 to providev means" for receiving spike 44 for securing the other support of the plate to the? adjacentfcross ties,
  • the flange 42 preferably does'not extend. the'entirewidth of the plate, but terminate'sshort ofthe inner and outer edges to provide clearance for'the rail mountings' 45, the member 34'andthe flange 36 being also of a size to fit on the tie and to clear the'rail mountings;
  • the vertically eX- ⁇ tending fiange 40 is apertured at 46 to receive the interlockingtongue 48 provided on the adjacent approach plate 50.
  • the tongue 48 is a downwardly sloping member reinforced by the soNv bracket 52 and the plate 16 is correspondingly thickened at 54 to provide a proper t for the tongue.
  • the plate 50 is provided with a shortened leg 56 provided with the flange 58 adapted to rest on the flange 42 but to avoid the spike 44 which secures the flange 42 to the tie.
  • the opposite leg 60 of each approach plate corresponds to the leg and is adapted to receive the adjacent leg 56 of the adjacent plate.
  • the leg 60 is likewise apertured to receive the bracket 48 and the plate 50 is thickened for accommodating a proper lit.
  • the plate 50, as well as the other plates, is provided with anti-skid means as the buttons 24.
  • the approach plates are also provided with the side and intermediate flanges 126, 128 and 130 corresponding to the flanges 26, 28 and 30 of the end and approach plates.
  • the flanges of the legs are of corresponding size to the flanges of the legs of the end and approach plates to clear the rail mountings and t on the ties 12.
  • the end plates 18 disposed between the rails also are provided with a substantially 45 approach portion Y 62 provided with ilanged portions 64 for facilitating the fastening of the end plates to the cross ties, the flanges adjacent the rails being inwardly directed from the side edges of the plates in order to clear the rail mountings.
  • the center plates 20 are provided with legs having langes for facilitating the fastening to the rail ties.
  • the end plates and center plates are provided with cooperating :interlocking portions corresponding to the interlocking portions 48 and 54 already described for the approach and end plates and approach plates, and similar reinforcing flanges are also formed.
  • the center plates shown particularly in Figures 5 to 8, in-
  • v Lelusive are similar to plates in that they 40 are provided with a top plate portion having anti-skid buttons 24, and side and intermediate llanges 226, 228 and 230 corresponding to flanges 26, 28 and 30.
  • the depending legs 256 are shorter than the legs 260, said legs being ilanged as at 242 and 342, respectively, to provide foot portions.
  • Legs 256 are provided with tongues or brackets 48, and legs 260 are apertured as at 46 to receive adjacent tongues 48 of adjacent plates.
  • u foot portions 342 are apertured at 343 to receive securing spikes and are broadened for receiving the flanges or foot portions 242 of the adjacent plates, the portions 242 being of such size and dsposition as to clear the apertures 343, as is clearly indicated in Figure 5.
  • the crossing then, consists of a series of pref erably cast steel sections or plates comprising end there are provided the projecting members adapted to t into openings in adjacent plates, and at the same time there is a lower supporting ilange on adjacent legs for the shorter legs of adjacent plates.
  • the other ends of the center plates are then spiked down to the cross tie and the remaining center plates are installed in a similar manner.
  • the crossing is completed by the end and end approach plates which are interlocked with center plates, the end being spiked down to the cross tie, which forms a perfect interlocked crossing arrangement. In order to remove the plates for replacement of cross ties or any other reasons, the reverse operation is required.
  • a metallic crossing member comprisingY a substantially horizontal platel portion, a depending' flanged and relanged portion, and a sloping approach portion having a securing foot-thereon.
  • a metallic crossing member comprising aV Iplate portion, a depending ilanged and reilanged portion, and a sloping approachy portion having a securing foot thereon, said sloping portion and said flanged portion having a connecting reinlforcing flange integral with said plate portion.
  • a metallic crossing member comprising a plate portion', spaced flanged portions integral with said plate portion, one of saidllanged por tions being ofA lesserheight than the other, and securing means for said llanged portions.
  • a metallic crossing member comprising a plate portion, spaced flanged portions integralr with said plate portion, one of said flanged por--Y tions being of lesser height than the other, and securing tongues provided on one ofv said flanged portions.
  • a metallic crossing member comprising a plate portion, spaced flanged portions ⁇ integral with said plate portion, one ofsaid flanged portionsI being or lesser height than the other, and sloping securing tongues on one of saldi flanged portions.
  • a metallic crossing member comprising av plate portion, spaced llanged portions integral withA said plate portion, one of said flanged portions being of lesser height than the other, and securing slopingv portions adjacent. one of said' ⁇ flanged portions.
  • a metallic crossing member comprising a.
  • one of -said flanged portions having apertures adjacent said sloping securing portions, and securing tongues on the other of said flanged portions.
  • a crossing plate member the combination of a plate portion having depending legs on opposite ends thereof, the legs on one of said ends being shorter than the legs at the opposite end, said legs having foot portions thereon, the ioot portions on the longer legs being broader than the foot portions on the shorter legs, the broader foot portions being apertured to receive securing spikes, said apertures being removed from the edge of the foot portions on the shorter legs whereby when the foot portions of adjacent plate members engage said rst named foot portions said apertures and spikes therein will not be obstructed.
  • V In a railway crossing, theV combination of spaced rails, a series of crossing members adjacent said rails, certain of the members of the series havingr a supporting portion overlapping a supporting portion of an adjacent member and asupporting portion being overlapped by a supporting portion of the next successive adjacent crossing member.
  • a metallic crossing member comprising a substantially horizontal plate portion, a depending flanged and reiianged portion at one end, and a sloping approach portion terminating in a securing foot at the opposite end.

Description

June 5, 1934. l w. Q HEDGQOCK ET AL 1,961,488
RAILWAY cRossING Filed sept. 2o. 195o s sheets-sheet 1 W '77267/6627 Janie@ June 5, 1934.
W. C. HEDGCOCK El' AL RAILWAY CROSSING Filed Sept. 20, 1950 3 Sheets-Sheet 2 ww @www S finiti www..
June 5, 1934- w. c. HEDGcocK Er AL RAILWAY CROSSING Filed Sept. 20, 1950 3 Sheets-Sheet 3 Z 4 0 0|mi01@ 0 0dl0|0|dlm|9 u@0000000000 m. %0i 000000000 ||m0000000000 f wu0000000000 0000000000 0000000000 Wwonwummwbbnwmwd@ 0, 0 000000009, HJ@ 00000000000 000000000000 00000000000 00000000000 00000000000 M 00000000000. n|d0000000000 .|0| @|0| 050| |0| @bhw |0| 0 0 w I HHHHHH patentedv `une 5, 1934 UNITED STATES PATENT oFFlci:
P. Begley, Lansdowne, Pa., assignors to' American Steel Fondrie's, Chicago, Ill., a corporation' of New Jersey Application September 20,1930, Serial'No. 483,178
32 Claims.
This invention pertains toY railway crossings', and more particularly to crossing including metallic plate members adapted to be interlocked suitably between and adjacent track rails at a crossing.
In the present day crossings it is desirable to build up space between and adjacent rails to provideY as smooth a crossing as possible, yet at the same time it is desirable to build up the O crossing with a plurality of metallic plates which will be no forces pressing against the' crossing between the ties toi-tend to loosen the plates;
It' is therefore an object of this invention to provide a crossing includinga plurality of plates interlocked toforrn a smooth crossing and onev which is' readily applied and removed.
Another' object of the invention is to providen an improved railway crossing wherein therev is no interference With any track circuits and wherein the partsY yare arrangedV so" that there is no tendency of the same to loosen upon any' settling' action of theA road bed;
Aj further object of the invention is tov provide an improved railway crossing inexpensive'to make` and maintain', and one which fullls all requirements of manufacture and service'.
With these andv various other objects in' view, the invention may consist of certain novelifea` tures ofV construction and operation as' will be more fully described and particularly pointed out in the specification, drawings and' claims api' pended hereto.
In the drawings, which illustrate'fanA einbodi? ment of the device and wherein like reference characters are used to designate like partsv Figure 1 is a fragmentary topplan View of a` railway crossing embodying'M the invention;
Figure 2 is a sectional elevation throng-ha road-bed taken at the side of theembodiment of theinven'tion shown in Figure 1; Figure 3 is a transverse sectional elevation through the road bed illustrated in Figure. 1 takenat one end thereof;
Figure'4 is an enlarged fragmentary sectional (ci. ees-s) elevation through a crossing, the same corresponding substantially' to Figure 2, showing thev interlock of adjacent plate members;
Figure 5 is a top plan view of one of the center' plates used in the crossing Figure 6 is an end elevation of the center plate illustrated in Figure 5, the same showing the interfitting tongues;-
Figurev 7 is an end elevation of the center plate illustrated in Figure 5 taken at the opposite end from that shown in Figure 6; and
Figure 8 is a side elevation of the center plate shown in Figure 5.
In the embodiment of the invention illustrated, spaced rails l0 are mounted on successive and adjacent ties 12 extending transversely of said rails, the road bed being completed by suitable ballast,` not shown. The crossing extends toward the rails and transversely thereof, and is approached by means of approach and end platesv 14 between which are disposed approach plates 1:6 of any suitable number, depending upon the width of the crossing. The crossing is completed between the rails by means of end plates 18" shown in alignment/with the approach and end plates; and av suitable number of intermediate center plates 20.
Each approachr and end plate, as shown, is provided with a' main plate portion 22 provided with suitable anti-skid means such as the buttons 24, the' sides'of said plates adjacent the rails l0 being provided witha depending flange 26. The plates are also provided with central reinforcing ribs 28 and outer reinforcing flanges' 30 spaced from the outer edgev of the plates and reinforced by means of brackets 32,` the reinforcing flanges preferably merging into an approach. portion 34,
as shown, disposed at anv angle of approxinfiately and merging into a' flange or foot 36 adapted to receive the spikes 38v securing saidy fiange to the cross ties.
The reinforcing membersV also merge into a depending flange 40 reflanged at 42 to providev means" for receiving spike 44 for securing the other support of the plate to the? adjacentfcross ties, The flange 42 preferably does'not extend. the'entirewidth of the plate, but terminate'sshort ofthe inner and outer edges to provide clearance for'the rail mountings' 45, the member 34'andthe flange 36 being also of a size to fit on the tie and to clear the'rail mountings; The vertically eX-` tending fiange 40 is apertured at 46 to receive the interlockingtongue 48 provided on the adjacent approach plate 50. As shown, the tongue 48 is a downwardly sloping member reinforced by the soNv bracket 52 and the plate 16 is correspondingly thickened at 54 to provide a proper t for the tongue.
The plate 50 is provided with a shortened leg 56 provided with the flange 58 adapted to rest on the flange 42 but to avoid the spike 44 which secures the flange 42 to the tie. The opposite leg 60 of each approach plate corresponds to the leg and is adapted to receive the adjacent leg 56 of the adjacent plate. The leg 60 is likewise apertured to receive the bracket 48 and the plate 50 is thickened for accommodating a proper lit. The plate 50, as well as the other plates, is provided with anti-skid means as the buttons 24. The approach plates are also provided with the side and intermediate flanges 126, 128 and 130 corresponding to the flanges 26, 28 and 30 of the end and approach plates. It is of course to be understood that the flanges of the legs are of corresponding size to the flanges of the legs of the end and approach plates to clear the rail mountings and t on the ties 12. The end plates 18 disposed between the rails also are provided with a substantially 45 approach portion Y 62 provided with ilanged portions 64 for facilitating the fastening of the end plates to the cross ties, the flanges adjacent the rails being inwardly directed from the side edges of the plates in order to clear the rail mountings. The center plates 20 are provided with legs having langes for facilitating the fastening to the rail ties.
The end plates and center plates are provided with cooperating :interlocking portions corresponding to the interlocking portions 48 and 54 already described for the approach and end plates and approach plates, and similar reinforcing flanges are also formed. The center plates, shown particularly in Figures 5 to 8, in-
v Lelusive, are similar to plates in that they 40 are provided with a top plate portion having anti-skid buttons 24, and side and intermediate llanges 226, 228 and 230 corresponding to flanges 26, 28 and 30. The depending legs 256 are shorter than the legs 260, said legs being ilanged as at 242 and 342, respectively, to provide foot portions. Legs 256 are provided with tongues or brackets 48, and legs 260 are apertured as at 46 to receive adjacent tongues 48 of adjacent plates. The
u foot portions 342 are apertured at 343 to receive securing spikes and are broadened for receiving the flanges or foot portions 242 of the adjacent plates, the portions 242 being of such size and dsposition as to clear the apertures 343, as is clearly indicated in Figure 5.
In the case of the end plates and center plates, as well as the approach and end plates and approach plates, it may be stated that in general successive plates are provided with short adjacent legs adapted to be tted on the longer leg of the 'adjacent plate as particularly shown in Figure 4, which construction, with the interlocking portions, forms a strong as well as smooth crossing assembly.
The crossing, then, consists of a series of pref erably cast steel sections or plates comprising end there are provided the projecting members adapted to t into openings in adjacent plates, and at the same time there is a lower supporting ilange on adjacent legs for the shorter legs of adjacent plates. By forcing the plates together a tight joint is obtained at the point where the center plates meet the end plates. The other ends of the center plates are then spiked down to the cross tie and the remaining center plates are installed in a similar manner. The crossing is completed by the end and end approach plates which are interlocked with center plates, the end being spiked down to the cross tie, which forms a perfect interlocked crossing arrangement. In order to remove the plates for replacement of cross ties or any other reasons, the reverse operation is required.
It will thus be seen that a very smooth crossing is obtained, one which in no wise interferes with trackv circuits, and one in which any settling of the road bed will not cause loosening of the crossing plates; and it is to be understood that we do not wish to be limited by the exact embodiment of the device shown, which is merely by way of illustration and not limitation, as various and other forms of the device will of course be apparent to those skilled in the art without departing from the spirit of the invention or the scope of the claims.
We claim:
1. In a railway crossing, the combinationof spaced rails mounted on spaced ties, and crossing members disposed adjacent said rails, adjacent members having engaging foot portions, a foot portion of one of said members being adapted to receive securing means, the engaging foot portion of the adjacent member being disposed to be spaced from said securing means.
2. In a railway crossing, the combination of spaced rails mounted on spaced ties, and metallic crossing members disposed substantially on the same level as said rails and adjacent said rails but spaced therefrom, certain of said crossing members being apertured to receive tongues provided on adjacent members, said tongues having sloping portions engaging correspondingly sloping'portions adjacent said apertures whereby said members may be tightly and adjustingly positioned.
3. In a railway crossing, the combination of spaced rails mounted on spaced ties, and metallic crossing members disposed substantially on the same level as said rails and adjacent said rails but spaced therefrom, certain of said crossing members being apertured to receive tongues provided on adjacent members, said tongues having sloping portions engaging correspondingly sloping portions adjacent said apertures whereby said members majT be tightlyand adjustingly positioned, a supporting leg of one of lsaid members being positioned on a supporting leg of the adjacent member.
4. In a railway crossing, the combination of spaced rails mounted on spaced ties, and metallic crossing members disposed substantially on the same level as said rails and adjacent said rails but spaced therefrom, a supporting leg of one of said members being positioned on a supporting leg of the adjacent member.
5. In a railway crossing, the combination of spaced rails mounted on spaced ties, and a series of crossing members disposed adjacent said rails but spaced therefrom, said members having cooperative overlapping supporting portions for locking said members in said series, the` end crossing members bei-ng' provided with sloping approach portions.
6. In a railway crossing,` the combination of spaced rails mountedon spaced ties, and metallic crossing members disposed substantiallyon the same level asl said rails and adjacent said rails but spaced therefrom, said crossing members including plate portions and supporting anged* and relanged portions, reanged portions of adjacent crossing members-'being supported on reanged portions of successive members.
'7. A metallic crossing member comprisingY a substantially horizontal platel portion, a depending' flanged and relanged portion, and a sloping approach portion having a securing foot-thereon.
8'. A metallic crossing member comprising aV Iplate portion, a depending ilanged and reilanged portion, and a sloping approachy portion having a securing foot thereon, said sloping portion and said flanged portion having a connecting reinlforcing flange integral with said plate portion.
9. A metallic crossing member comprising a plate portion', spaced flanged portions integral with said plate portion, one of saidllanged por tions being ofA lesserheight than the other, and securing means for said llanged portions.
I0. A metallic crossing member comprising a plate portion, spaced flanged portions integralr with said plate portion, one of said flanged por--Y tions being of lesser height than the other, and securing tongues provided on one ofv said flanged portions.
l1. A metallic crossing member comprising a plate portion, spaced flanged portions` integral with said plate portion, one ofsaid flanged portionsI being or lesser height than the other, and sloping securing tongues on one of saldi flanged portions.
12. A metallic crossing member comprising av plate portion, spaced llanged portions integral withA said plate portion, one of said flanged portions being of lesser height than the other, and securing slopingv portions adjacent. one of said' `flanged portions.
13. A metallic crossing member comprising a.
plate portion,l spaced flanged portions integral with said plate portion, one ofsaidflanged portions being-ofv lesser heightvthan the other, sloping securing portions provided on the base of said.
plate-portion, one of -said flanged portions having apertures adjacent said sloping securing portions, and securing tongues on the other of said flanged portions.
14. In a crossing plate member, the combination of a plate portion having depending legs on opposite ends thereof, the legs on one of said ends being shorter than the legs at the opposite end, said legs having foot portions thereon, the ioot portions on the longer legs being broader than the foot portions on the shorter legs, the broader foot portions being apertured to receive securing spikes, said apertures being removed from the edge of the foot portions on the shorter legs whereby when the foot portions of adjacent plate members engage said rst named foot portions said apertures and spikes therein will not be obstructed.
15. In a railway crossing, the combination of spaced rails mounted on spaced ties, and a series of interlocked crossing members adjacent said rails, said members having cooperating overlapping supporting portions for further locking of said members together.
16. In a railway crossing, the combination of spaced rails mounted on spaced ties, and a series of interlocked crossing members' adjacent said rails, the end members of said series having a sloping approach portion, said members having cooperating overlapping supporting portions for furtherlocking of said members together.
17. In a railway crossing, the combination of spaced rails mounted on spaced ties, and a series of' interlocked crossing members adjacent said rails, theend members of said series having a sloping approach portion terminating in foot portions adapted tor besecured toties.
18. In a railway crossing, the combination of) spacedrails mounted on spaced ties, and aseries of interlockedmetallic crossing members disposed substantially on the same levelas' said rails and adjacent said rails but spaced therefrom, the end crossing members being provided with sloping approach portions terminating inv foot portions adapted tobe secured to ties.
19. In a railway crossing, theV combination of spaced rails, a series of crossing members adjacent said rails, certain of the members of the series havingr a supporting portion overlapping a supporting portion of an adjacent member and asupporting portion being overlapped by a supporting portion of the next successive adjacent crossing member.
20. In a railway crossing, the combination of spaced rails mounted' onv spaced ties, a series of crossing members adjacent said rails, certain of 105 the members of the series having asupporting portierir overlapping a supporting portion of an adjacent member and a supporting portion beingl overlapped by a supporting portionof the next` successive adjacent crossing member, and' means 110 for securing said `overlapped portion to a tie.
21. In a railway crossing, the combination of spaced rails mounted on spaced ties, av series of crossing members adjacent said rails, certainl off' the members of the series havingv a supporting 1'1s5 portion overlapping a supportingportion of an adjacent member anda supporting portion being overlapped by a supporting portion of the next successive adjacent crossingv member, means associated with said overlapping portion for en- 1 2@ gagement with said adjacentmember, and means associated with said'overl'appedportion for receiving an engaging meansofithe nextk successive crossingl member.
221 Ina railway crossing, the combinationI of 125 spaced rails mounted on .spaced ties,l a seriesk of. crossing members adjacent said rails, certainL of the members of the series having a supporting portion overlapping a supporting portion of an adjacent member and a supporting portion being overlapped by a supporting portion of the next successive adjacent crossing member, a projection associated with said overlapping portion for engaging in an opening of said adjacent member, said overlapped portion having an opening associated therewith for receiving a projection of the next successive crossing member.
23. In a railway crossing, the combination of spaced rails mounted on spaced ties, and a series of crossing members disposed adjacent said rails, each of said members extending between adjacent ties, the adjacent members of said series having interlocking means at one end and a tie engaging portion at the opposite ends.
24. In a railway crossing, the combination of I `g spaced rails mounted on spaced ties, and a series of crossing members disposed adjacent said rails, each of said members extending between adjacent ties, the adjacent members of said series havinginterlocking means at one end and means engaging with a tie and cooperating with a securing means at the opposite end for positioning said members.
25. In a railway crossing, the combination of spaced rails mounted on spaced ties, and a series of crossing members disposed adjacent said rails, each of said members extending between adjacent ties, the adjacent members of said series having interlocking means at one end and a tie engaging portion at the opposite end, and securing means engaging said portion and tie for positioning said members.
26. A metallic crossing member comprising a substantially horizontal plate portion, a depending flanged and reiianged portion at one end, and a sloping approach portion terminating in a securing foot at the opposite end.
27. In a railway crossing, the combination of spaced rails mounted on spaced ties, a series of crossing members adjacent said rails and supported on said ties, certain of the members of said series having means at one end interlocking with an adjacent member, a supporting portion at the other end of said members adapted to be overlapped by a supporting portion of the next successive adjacent crossing member, said overlapped supporting portion having a part extending beyond the edge of said overlapping portion of the adjacent supporting portion whereby the same 'may be secured to a tie.
28. In a railway crossing, the combination of spaced rails mounted on spaced ties, a series of crossing members adjacent said rails and supported on said ties, certain of the members of -said series having means at one end interlocking with an adjacent member, a supporting portion at the other end of said members adapted to be overlapped by a supporting portion of the next successive adjacent crossing member, said overlapped supporting portion having a part extending beyond the edge of said overlapping portion of the adjacent supporting portion, and means associated with said part and free o1" said overlapping portion for securing said overlapped portion to a tie. Y
29. In a railway crossing the combination of spaced rails mounted on spaced ties, a series of crossing members adjacent said rails and supported on said ties, certain of the members of -said series having means at one end interlocking with an adjacent member, a supporting portion at the other end of said members adapted to be overlapped by a supporting' portion of the next successive adjacent crossing member, said overlapped supporting portion having a part extending beyond the edge of said overlapping portion of the adjacent supporting portion and being formed with an aperture, and means receivable in said aperture and free of said overlapping portion for securing said overlapped portion to a tie.
, 30. In a railway crossing, the combination of spaced rails mounted on spaced ties, a series ofv crossing members adjacent said rails and supported on said ties, certain of the members of said series having a supporting portion adapted to overlap a supporting portion of an adjacent member, a tongue member adjacent said overlapping portion receivable Within an opening of said adjacent member for receiving said tongue, a supporting portion for said members adapted to be overlapped by a supporting portion of the next successive member, an opening in said supporting portion for receiving a tongue of said next successive adjacent member, said support-- ing portion having a part extending beyond the edge of said overlapping supporting portion of said next successive adjacent member and having an aperture, and means receivable in said aperture and free of said overlapping supporting portion of said next successive adjacent member for securing said overlapped supporting portion of said member to said ties.
31. In a railway crossing, the combination of spaced rails mounted on spaced ties, and a series of crossing members disposed adjacent said rails, each of said members extending between adjacent ties, the members of said series being formed with a portion interlocking with an adjacent member and having a tie engaging portion at the opposite end.
32. In a railway crossing, the combination of 115 spaced rails mounted on spaced ties, and a series of crossing members disposed adjacent said rails, each of said members extending between adjacent ties, the members of said series being formed with a portion interlocking with an adjacent member and having a tie engaging portion at the opposite end, and securing means engaging said portion and tie for positioning said members.
US483178A 1930-09-20 1930-09-20 Railway crossing Expired - Lifetime US1961488A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US483178A US1961488A (en) 1930-09-20 1930-09-20 Railway crossing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US483178A US1961488A (en) 1930-09-20 1930-09-20 Railway crossing

Publications (1)

Publication Number Publication Date
US1961488A true US1961488A (en) 1934-06-05

Family

ID=23918981

Family Applications (1)

Application Number Title Priority Date Filing Date
US483178A Expired - Lifetime US1961488A (en) 1930-09-20 1930-09-20 Railway crossing

Country Status (1)

Country Link
US (1) US1961488A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3039751A (en) * 1957-03-22 1962-06-19 Shell Oil Co Sectional contacting tray
US3866830A (en) * 1973-09-07 1975-02-18 Gen Tire & Rubber Co Elastomeric railroad crossing structure
US4578917A (en) * 1982-10-08 1986-04-01 Nucor Corporation Interlocking-segment spacer beam

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3039751A (en) * 1957-03-22 1962-06-19 Shell Oil Co Sectional contacting tray
US3866830A (en) * 1973-09-07 1975-02-18 Gen Tire & Rubber Co Elastomeric railroad crossing structure
US4578917A (en) * 1982-10-08 1986-04-01 Nucor Corporation Interlocking-segment spacer beam

Similar Documents

Publication Publication Date Title
US1961488A (en) Railway crossing
US2793416A (en) Road form
US1279062A (en) Railway grade-crossing.
US2839249A (en) Railroad track crossing
US2089025A (en) Highway crossing
US2471167A (en) Railroad-highway crossing construction
US1965026A (en) Sheet metal railway grade crossing
US2019743A (en) One-piece guard rail
US1488050A (en) Railroad track
US1885244A (en) Railroad highway crossing
US2193161A (en) Railroad tie
US1378383A (en) Railroad-tie
US1795817A (en) Concrete railway tie
US1783274A (en) Railway-grade crossing
US1386536A (en) Railroad-rail fastening
US2110818A (en) Rail fastening device and guard
US1799353A (en) Frog tie plate
US1793167A (en) Two-tie joint plate
US1629817A (en) Switch-point protector
US1355800A (en) Grooved rail for monorail railroads
US1495876A (en) Tie
US1820586A (en) Railway track structure
US1696259A (en) Pusher track for coke ovens
US1110198A (en) Metallic railroad-tie.
US1669208A (en) Anchor-plate assembly