Flat and planar match system between rails and fillers to railroad turnouts and crossings

Information

  • Patent Grant
  • 6254038
  • Patent Number
    6,254,038
  • Date Filed
    Monday, June 26, 2000
    24 years ago
  • Date Issued
    Tuesday, July 3, 2001
    23 years ago
Abstract
The strength and reliability of railroad track structures, such as frogs, crossings, and guardrails, is enhanced. Filler members and filler blocks are fitted in to support and strengthen the structures. The filler members and filler blocks provide better matching and alignment of load transfer surfaces. The track structures with the improved components are more easy to align and assemble. The strength of the assembled track and structures is also increased, and the structures are more easily maintained.
Description




BACKGROUND OF THE INVENTION:




1. Field of the Invention




The present invention relates to railroad track components for turnouts, crossings and the like.




2. Description of Prior Art




U.S. Pat. No. 5,765,785 of which Applicant is inventor, provided certain improvements in railroad track crossings. Among these were a new and improved railroad track crossing which included an interchangeable insert. Among the components of the structure were support fillers and filler blocks. These two structural components had vertical contact surfaces on side portions which were adapted to mate with and fit against corresponding flat vertical surfaces formed on the upright web portion of the rail. The support fillers and filler blocks also had downwardly sloping upper and lower surfaces. These sloping surfaces were intended to conform or correspond to the conventional sloped planar surfaces present in rails or other track pieces. These sloped planar surfaces were present in rails below the wheel contact portion of the rail and also on the base portion of the rail.




However, problems have been found to exist. Due to the rolling process of forming rails, these were minor variations in the angles and ratios of these portions of the rail. The dimensions and slope of the vertical flat on the web, and the sloped surfaces below the wheel contact portion and on the base portion and their relative spacing, had minor variations in different rail members and also along the length of any one particular rail member.




It was thus difficult to achieve a proper match between the rails, filler blocks and filler members when track structures such as frogs and crossings were assembled. To the extent that a properly fitted match between these three contact surfaces was not achieved, the relative strength of the assembled structure was reduced, and the service life of the structure decreased. This could in some cases after time pose a possible safety concern.




SUMMARY OF INVENTION




Briefly, the present invention provides new and improved structural components in the form of filler members and filler blocks for railroad track structures. The structures may be, for example, in the form of junctures between adjacent rails and may include frogs, guardrail and crossings.




The filler members according to the present invention are attached to a rail in the railroad track structure for support purposes. The filler members include a filler member body which has a laterally outwardly extending vertical contact surface which engages a corresponding flat vertical surface on a web portion of the rail. The filler members include a leg member extending downwardly from the filler member body. The leg member has a horizontal contact surface for mounting on a corresponding horizontal flat surface formed on a sloped surface of a base portion of the rail. The filler members also have an upwardly extending upright which has a horizontal planar upper contact surface to engage a corresponding horizontal flat surface formed below a head portion of the rail. The engagement of the horizontal and vertical surfaces on the filler member with corresponding surfaces on the rail provides ease of alignment and installation, as well as increased strength and better load transfer.




The filler blocks of the present invention are attached between adjacent rails in the railroad track structure. The filler blocks include a filler block body which has a laterally outwardly extending vertical contact surface formed on it to engage corresponding planar flat vertical surfaces formed on web portions of the adjacent rails. The filler block body has a horizontal lower contact surface on a lower surface for mounting on corresponding horizontal flat surfaces formed on base portions of the adjacent rails. The filler block bodies also have one or more uprights formed extending upwardly, having horizontal upper contact surfaces formed on them. The upper contact surfaces on the uprights engage corresponding horizontal flat surfaces below head portions of the adjacent rails. The engagement of the horizontal and vertical contact surfaces of the filler blocks with corresponding surfaces on the adjacent rails provides ease of alignment and installation, also increasing strength and improving lead transfer.




Railroad structures with filler members and filler blocks according to the present invention thus have increased strength and extended service life. These structures are also more easily aligned and installed, and are more easily maintained.











BRIEF DESCRIPTION OF THE DRAWINGS




The characteristic details of the present invention are clearly shown in the following description and accompany figures, which illustrate this and provide points of reference to indicate the same parts in the figures shown.





FIG. 1

is a cross-sectional view of a railroad juncture between adjacent rails with filler members and filler blocks according to the present invention.





FIG. 2

is a cross-sectional view of one of the rails of FIG.


1


.





FIGS. 3 and 4

are cross-sectional views of the filler members of FIG.


1


.





FIG. 5

is a cross-sectional view of the filler block of FIG.


1


.











DESCRIPTION OF PREFERRED EMBODIMENT:




In the drawings, the letter S designates generally a railroad track structure formed between a pair of adjacent track components, such as rails R. The structure S also includes a pair of filler members M and a filler block body B. The railroad structure S may be a frog, turnout or crossing, as disclosed in U.S. Pat. Nos. 5,765,785; 5,393,019 and 5,303,884, each of which is incorporated herein by reference.




Turning first to the rails R, each of such rails has a flat vertical surface 10 formed on each side of a web portion 12 between a base portion 14 and a head portion 16. The flat vertical surfaces on the rail web 12 are formed in the manner disclosed in Applicant's U.S. Pat. No. 5,765,785, which is incorporated herein by reference. The vertical flat surfaces 10 serve as precise measurement and alignment references for other surfaces formed on the rails R and other components of the structure S, as will be set forth below.




Each of the rails R also includes a horizontal flat surface


18


formed on an intermediate area


20


of each outwardly sloped upper surface


22


of the base portion


14


. The flat surfaces


18


are formed in the intermediate areas


20


between a lower radius area


21


of the web portion


12


and a lower side portion


24


of the base portion


14


. The flat surfaces


18


are formed in a common horizontal plane which is perpendicular within the accuracy of precision machining tolerances to the vertical plane in which the flat vertical surface


10


of the web portion


12


is formed. Each of the rails R also includes a horizontal flat surface


26


formed on each lower inwardly curving surface or radius


28


beneath the head portion


16


. The flat surfaces


26


are formed extending inwardly from a side edge portion


30


at its juncture with the inwardly curving surface


28


below the head portion


16


. The flat surfaces


26


of the head portion


16


are formed in a common horizontal plane as shown. The horizontal plane of flat surface


26


is perpendicular within the accuracy of machining tolerances to the vertical plane in which the flat surface


10


of the web portion


12


is formed. The horizontal plane of flat surfaces


26


is thus parallel within the accuracy of machining tolerances to the horizontal plane of the flat surface


18


in the base portion


14


.




The filler member M is formed of a suitable strength alloy steel, depending upon the intended load and service usages of the rail structure S. The filler member M has a central filler member body portion


32


of generally rectangular vertical cross-section. The filler member body


32


further has a lateral width equal to the space between the vertical flat surface


10


and side portion


24


of base


14


and side portion


30


of head


16


of the rail R. The filler member body


32


has a laterally outwardly extending vertical contact surface


34


formed thereon for fitting engagement along its vertical extent with the flat surface


10


on the web portion


12


of the rail R.




Two filler members M are typically used in each rail structure S. They are normally of like construction, with their relative position in their longitudinal extent along the rails R reversed. The contact surfaces


34


of each filler member M thus face inwardly, as shown in

FIGS. 3 and 4

, to engage corresponding outwardly facing vertical surfaces


10


of rails R (FIG.


1


).




The filler member M also includes a leg member


36


integrally formed with and extending downwardly from the filler member body


32


outwardly from the surface


34


. The leg member


36


has a lateral horizontal contact surface


38


formed on it which is perpendicular to the vertical contact surface


34


, again within the limits of machine tolerance accuracies. The spacing of the horizontal surface


38


from the vertical surface


34


on the filler member M conforms to the spacing of the surfaces


18


and


10


, respectively, on the rail R. In this way, when the vertical surfaces


34


and


10


are in proper engagement, the horizontal surfaces


38


and


18


are also fittedly engaged and aligned in proper engagement.




The filler member M includes an upright


40


integrally formed with and extending upwardly from the body member


32


in alignment with the leg member


36


. The upright


40


has a lateral horizontal contact surface


42


formed in it which is perpendicular to the vertical contact surface


34


and parallel to the horizontal surface


38


. The spacing of contact surface


42


from vertical surface


34


and horizontal surface


38


on the filler member M conforms to the spacing of horizontal surface


26


from the surfaces


10


and


18


on the rail R. Accordingly, when the vertical surfaces


34


and


10


are fitted against each other, horizontal surfaces


42


and


38


on the filler member M are in engagement and proper contact along their lateral surface extent with the surfaces


26


and


18


, respectively, of the rail R.




The length of the filler member M and its extent along the rail structure R with which it is mounted is determined by the nature of the rail structure with which it is to be used and load bearing considerations. A suitable number of connector passage holes are formed in the manner described in U.S. Pat. No. 5,765,785 along the length of the rail R and the filler member M laterally extending therethrough. The connector passages allow bolts and other suitable connecting mechanisms to be inserted to connect these components of the rail structure S with each other.




The filler block body B is formed of a suitable strength alloy steel depending upon intended load and service usage. The filler block B includes a central filler block body


50


of generally rectangular vertical cross-section, having a lateral width substantially equal to the intended spacing between adjacent rails R. More particularly, the filler block body


50


has laterally outwardly extending vertical contact surfaces


52


formed thereon for engagement with corresponding planar flat vertical surfaces


10


on the web portions


12


of the adjacent rails R.




The filler block body


50


also includes a horizontal lower contact surface


54


extending laterally beneath the central portion of the filler block body


50


. The lower contact surface


54


is adapted for mounting on and in engagement with horizontal flat surfaces


18


on facing portions of adjacent rails R in the structure S. The horizontal contact surface


54


is perpendicular to the vertical contact surface


52


of the filler block body


50


within the limits of machining tolerance accuracy. The spacing of the vertical surfaces


52


of the filler block body


50


from the horizontal contact surface


54


conforms to the spacing of the inwardly facing surfaces


18


and


10


formed on the adjacent rails R in the structure S. When the vertical surfaces


52


on the filler block body


50


are brought into contact with the vertical flat surfaces


10


of the adjacent rails R, and are in proper engagement, the horizontal flat surface


54


of the filler block B is fittingly engaged with the horizontal contact surfaces


18


of the adjacent rails R. The components of the rail structure S are thus in proper, load bearing and load transfer fitting engagement.




The filler block B also includes a pair of vertically extending uprights


56


formed on the filler block body


50


. The uprights


56


are formed at spaced positions on an upper surface


58


of the filler block body


50


corresponding to the required spacing between the inwardly facing horizontal contact surfaces


26


of adjacent rails R in the structure S. Each of the uprights


56


has a horizontal upright contact surface


60


formed thereon for engaging a corresponding one of the horizontal flat surfaces


26


of the adjacent rails R in the structure S.




The spacing of the horizontal contact surfaces


60


from the vertical surfaces


52


on the filler block


50


corresponds to the spacing of the surfaces


26


and


10


in the rails R. When the vertical surfaces


52


are fitted against the rail surfaces


10


, the horizontal contact surfaces


60


are in load bearing engagement with the surfaces


26


beneath the head portion


16


of the rails R.




Again, the length of the filler block body


50


is determined by the nature of the rail structure S with which the filler block B is to be used. Also, a suitable number of laterally extending connector openings are formed in and along the length of the filler block B. The openings so formed are for alignment with and connection to bolts or other suitable connecting mechanisms inserted through corresponding connector passages or openings in the rails R and the filler member M. In this way, the structural components of the rail structure S are connected together. When so connected, the contact surfaces of the filler members M and filler block B, particularly the horizontal ones, are in firm, load transfer position with corresponding surfaces of the rails R. The amount and extent of this load bearing contact offsets any possible weakening of the rails R due to the formation of contact surfaces on them. Further, the flat surfaces


26


and


18


are not formed in the areas


28


and


21


of rails R of the radius between the head and base portions, respectively, and the web


12


. Thus, machining the flat surfaces


26


and


18


in the rails R does not significantly reduce their strength.




Both the filler members M and the filler block B can be made from less expensive conventional steel than the rails R, since they are spaced from contact with railroad wheels, and thus are not subject to repeated impact and high wear.




The present invention thus allows the easy and precise manufacture of bars and fillers. Further, these pieces have a service life limited only by the steel life, since is quite difficult for these parts to become broken or worn during use. This means savings in time, money, and security in operation for the frogs, crossings, and guard rails.




The improved design of the present invention also provides a reference point which is the base for accuracy in assembly and manufacture of every part of a track component such as frogs, crossing or guard rails, at the same time strengthening the head rail resistance due to impact and loads to the matching planar surfaces in three separate locations between the rail R and the fillers.




Having described the invention above, various modifications of the techniques, procedures, material and equipment will be apparent to those in the art. It is intended that all such variations within the scope and spirit of the appended be embraced thereby.



Claims
  • 1. A filler block for attaching between adjacent rails in a track structure, comprising:a rectangular filler body having a top surface, side surfaces and a bottom surface, a bottom rectangular extension located on the bottom surface of the filler body, said bottom rectangular extension having a bottom surface and side surfaces recessed from the side surfaces of the filler body, a pair of top rectangular extensions located on the top surface of the filler body and inwardly from the side surfaces of the filler body; wherein, the side surfaces of the filler body, the bottom surface of the bottom extension, and top surfaces of the top extensions define engagement surfaces for engaging corresponding surfaces of the adjacent rails.
CROSS-REFERENCE TO RELATED APPLICATIONS

The present application is a divisional application of prior U.S. application Ser. No. 09/173,323 filed Oct. 15, 1998, now U.S. Pat. No. 6,119,988.

US Referenced Citations (6)
Number Name Date Kind
934213 Price et al. Sep 1909
1072866 McEvoy Sep 1913
1765856 Werthmann Jun 1930
5393019 Ortiz-Rivas Feb 1995
5456430 Ortiz-Rivas Oct 1995
6119988 Ortiz-Rivas Sep 2000
Non-Patent Literature Citations (2)
Entry
Railway Track & Structures, Nov. 1992, pp. 27-29.
Railway Track & Structures, Mar. 1996, pp. 34-35.