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US477688A - Railroad-crossing - Google Patents

Railroad-crossing Download PDF

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US477688A
US477688A US477688DA US477688A US 477688 A US477688 A US 477688A US 477688D A US477688D A US 477688DA US 477688 A US477688 A US 477688A
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rails
crossing
guard
railroad
chocks
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B7/00Switches; Crossings
    • E01B7/10Frogs
    • E01B7/16Jump-over frogs

Definitions

  • WITNESSES i-ra UNITED STATES PATENT OFFICE WITNESSES i-ra UNITED STATES PATENT OFFICE.
  • the objects of this invention are to provide a strong, safe, and durable crossing for streetcars over or across steam-railroad tracks, which shall at the same time require no disturbance of the steam-railroad'track, and also to provide a strong and efficient guard for wheels passing over the last-mentioned track.
  • Figure 1 is a general View in plan of the crossing.
  • Fig. 2 shows in detail, enlarged, one of the corners marked L in Fig. 1.
  • Fig. 3 shows a vertical section taken through Fig. 2 at line Y Y.
  • Fig. I is a vertical section taken through Fig. 2 at line Y Y.
  • Fig. 4 shows a vertical section taken through Fig. 2 at line X X, looking to the left.
  • Fig. 5 is a view in plan, partly in section, of certain details, hereinafter described.
  • Fig. 6 is a vertical section taken through the line Z Z of Fig. 5.
  • the crossing consists of two outer portions A A and one center portion B.
  • two pieces of girder guard-rail a are used, seated on chairs 0, mounted on cross-ties T.
  • Said rails abut a Z-shaped bar E and may be connected to said bar either by the splice-bars e, as shown, or by being directly welded thereto. In thelatter case of course said splice-bars can be dispensed with.
  • the head portions of the rails a a can either run through the Z-bar E and be nested therein by cutting a pocket through the head thereof, as shown at the point L in the several figures, or, if preferred, the rails a can be merely abutted to said bar by either cutting them off square at their ends or to fit the side of said bar which they abut. Should the rails a be nested through, the head and guard portions thereof should be planed 0%, as shown in elevation in Fig.
  • the guard portions g of the rails a are planed or otherwise cut away to a level with the head portionj to the points h, in order that no obstruction maybe offered to the passage of snow-plows, which are sometimes attached to locomotives passing over the rails D of the steam-railroad track and overhang said rails on either side.
  • the letters 0 0 indicate attached chocks between the Z-bars E and the rails D, fitting into the concavity of the side of said rails, as shown in detail in Fig. 3.
  • These ehocks are preferably attached directly opposite the crossing-rails a a; but should said rails come opposite to a joint or splice-bar on the rails D said chocks should then be placed as near to this point as possible.
  • Said chocks are attached to the bars E by the bolts 1', which bolts can also pass through the splice-bars c When said splice-bars are used to connect the rails a to the bar E.
  • said bar is provided with a stout web thrown back by means of the overhanging head, which nearly approaches or may abut the rail D, the web being far enough back not to come in contact with the spikes holding the rail D in place or thelower flange of said rail.
  • the lower portion of the bar E is provided with an outwardly-projecting flange o, by means of which it is supported on the ties T of the main track and which in its turn affords vertical support to the guard-rails a. It will thus be evident that this Z-shaped bar possesses particular advantages.
  • said portion consists of two pieces of T-rail H H, parallel with the main rails D, between the crossing guard-rails F F, and curved beyond said crossing-rails to a common junction at the points J J, where they are reinforced by splice-bars 8. At the point where the guard-rails F cross the rails '"D and the rails 11 II of the guard-piece.
  • H II are recessed to nest the heads of said guard-rails, though, if desired, thelatter could simply abut the rails H H at these points.
  • Figs. 1, 2, and 3 between the rails H and D, are provided chocks similar in shape and purpose to the outside checks 0; but on the opposite side removable chocks WV are provided between the rails D and H. If the checks used on both sides were of the form of the checks 0 G,it would be impossible to place the center portion 13 in position without either removing the rails D or sliding the chocks in from the ends. It would, however, be difficult to slide such chocks into place, and if a joint existed in the rail D it would be impossible to slide the chocks past said joint. This difficulty is overcome by the use of the removable chocks W, which are entered into the curved portion of the guard-piece H H and at the ends where easily accessible.
  • the checks WV are provided with a hollow interior to permit access to the bolts and nuts d d, which secure them to the web of the inner guard-piece II, splice-bars I) being provided on the other side of said web.
  • said chocks instead of being made hollow, as shown, could'be made solid and provided with recesses to allow access to the nuts (Z. It will be observed that the chocks WV are not bolted to the main rails D.
  • the inner part B can be laid between the main rails D, pushed into place with the attached chocks C bearing against the web of one of the main rails D, and the removable chocks IV then slipped in from either end and attached to the rails of the guard-piece II II at an accessible point.
  • guard-piece II II The purpose of the guard-piece II II is as follows: In practice there is considerable play in the trucks of steam-railroad cars passing over the rails D, and consequent oscillation of the wheels from one side to the other.
  • the bent ends of the guard-pieces II II offer to an approaching train something to guide its wheelsinto the groove between the main rails
  • railroad-crossings as at present constructed it is customary to use two rails having their ends bent to act as a guard; but such rails so bent depend upon spikes to hold themin place.
  • great constructive strength is secured and the whole interior portion 13 of the crossing takes the impact of an approaching train instead of a portion thereof. This is an important advantage, for it has been found extremely difficult to keep independent guard-pieces in order.
  • the whole crossing can be made out of rolled or forged steel or other metal and can be put in a steam-railroad track without the least disturbance of the latter.
  • the rails shown in the street-railroad track are what are well-known to the trade as girder guard-rails, but, if desired, any other suitable form of rail may be substituted therefor.
  • guard-rails between the through-rails curved and united at the ends into a guard-piece complete for either direction.
  • a guard-piece composed of rails curved and united at their ends into aguardpiece complete for either direction.
  • a guard-piece composed of rails curved and united at their ends into a guard-piece complete for either direction.
  • a guard-piece composed of rails curved and united at their ends into a guard-piece complete for either direction, said guard-piece being provided with checks between it and the through-rails.
  • a removable chock as WV, having one straight and one curved face shaped respectively to lit the shapes of the rails and provided with a vertical recess or recesses for inserting and tightening up the bolts securing said check to one of said rails.
  • a guard-piece composed of rails curved and united at their ends to form the same, in combination with a through-rail and a removable check, as W, having one straight and one curved face and provided with a recess or recesses, for the purposes set forth.
  • a guard-piece provided with attached or fixed checks and removable chocks, as and for the purposes set forth.
  • V 13 In a railroad-crossing,thecornbination, 1'5.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Train Traffic Observation, Control, And Security (AREA)

Description

- (No Model.) 2 ShetsSheet 1.
A. J. MOXHAM. RAILROAD cnossmei No. 477,688. Patented June 28, 1892.
WITNESSES INVENT OR ATTORNEY 2 ShGetS-,-Sh88t 2. I A. J. MOXHAM. RAILROAD CROSSING.
Patented June 28, 1892.
1N VENT OR ATTORNEY m: uanms arns cm, vnoro-uwm, wAsnmm-on. u. c.
(No Model.)
WITNESSES i-ra UNITED STATES PATENT OFFICE.
ARTHUR J. MOXHAM, OF J OHNSTOWN, PENNSYLVANIA.
RAILROAD-CROSSING.
SPECIFICATION forming part of Letters Patent No. 477,688, dated June 28, 1892. Application filed December 5, 1890. Serial No; 373,662. (No model.)
To all whom it may concern:
Be it known that I, ARTHUR J. MoXHAM, of J ohnstown,in the county of Cambria and State of Pennsylvania, have invented a new and useful BailroadCrossing, which invention is fully set forth and illustrated in the following specification and accompanying drawings.
The objects of this invention are to provide a strong, safe, and durable crossing for streetcars over or across steam-railroad tracks, which shall at the same time require no disturbance of the steam-railroad'track, and also to provide a strong and efficient guard for wheels passing over the last-mentioned track.
The invention will first be described in detail, and then particularly set forth in the claims.
In the accompanying drawings, Figure 1 is a general View in plan of the crossing. Fig. 2 shows in detail, enlarged, one of the corners marked L in Fig. 1. Fig. 3 shows a vertical section taken through Fig. 2 at line Y Y. Fig. I
4 shows a vertical section taken through Fig. 2 at line X X, looking to the left. Fig. 5 is a view in plan, partly in section, of certain details, hereinafter described. Fig. 6 is a vertical section taken through the line Z Z of Fig. 5.
In said figures the several parts are respectively indicated by reference-letters, as follows:
The crossing consists of two outer portions A A and one center portion B. In each of said outer portions two pieces of girder guard-rail a are used, seated on chairs 0, mounted on cross-ties T. Said rails abut a Z-shaped bar E and may be connected to said bar either by the splice-bars e, as shown, or by being directly welded thereto. In thelatter case of course said splice-bars can be dispensed with. The head portions of the rails a a can either run through the Z-bar E and be nested therein by cutting a pocket through the head thereof, as shown at the point L in the several figures, or, if preferred, the rails a can be merely abutted to said bar by either cutting them off square at their ends or to fit the side of said bar which they abut. Should the rails a be nested through, the head and guard portions thereof should be planed 0%, as shown in elevation in Fig. 3, so that the Whole surface of the bar E is on one level, that level not being above the main-track rail D, but preferably a little below it, in order that the treads of locomotive-wheels passing over the rails D may not ride on the crossing, said treads being wider than the heads of said rails. The guard portions g of the rails a, are planed or otherwise cut away to a level with the head portionj to the points h, in order that no obstruction maybe offered to the passage of snow-plows, which are sometimes attached to locomotives passing over the rails D of the steam-railroad track and overhang said rails on either side.
The letters 0 0 indicate attached chocks between the Z-bars E and the rails D, fitting into the concavity of the side of said rails, as shown in detail in Fig. 3. These ehocks are preferably attached directly opposite the crossing-rails a a; but should said rails come opposite to a joint or splice-bar on the rails D said chocks should then be placed as near to this point as possible. Said chocks are attached to the bars E by the bolts 1', which bolts can also pass through the splice-bars c When said splice-bars are used to connect the rails a to the bar E. By referring to Fig. 3 it will be seen that said bar is provided with a stout web thrown back by means of the overhanging head, which nearly approaches or may abut the rail D, the web being far enough back not to come in contact with the spikes holding the rail D in place or thelower flange of said rail. The lower portion of the bar E is provided with an outwardly-projecting flange o, by means of which it is supported on the ties T of the main track and which in its turn affords vertical support to the guard-rails a. It will thus be evident that this Z-shaped bar possesses particular advantages.
Referring now to the portion of the crossing marked B, said portion consists of two pieces of T-rail H H, parallel with the main rails D, between the crossing guard-rails F F, and curved beyond said crossing-rails to a common junction at the points J J, where they are reinforced by splice-bars 8. At the point where the guard-rails F cross the rails '"D and the rails 11 II of the guard-piece.
H II are recessed to nest the heads of said guard-rails, though, if desired, thelatter could simply abut the rails H H at these points.
At the points marked C, Figs. 1, 2, and 3, between the rails H and D, are provided chocks similar in shape and purpose to the outside checks 0; but on the opposite side removable chocks WV are provided between the rails D and H. If the checks used on both sides were of the form of the checks 0 G,it would be impossible to place the center portion 13 in position without either removing the rails D or sliding the chocks in from the ends. It would, however, be difficult to slide such chocks into place, and if a joint existed in the rail D it would be impossible to slide the chocks past said joint. This difficulty is overcome by the use of the removable chocks W, which are entered into the curved portion of the guard-piece H H and at the ends where easily accessible.
By referring to Fig. 5 it will be seen that the checks WV are provided with a hollow interior to permit access to the bolts and nuts d d, which secure them to the web of the inner guard-piece II, splice-bars I) being provided on the other side of said web. It is obvious, however, that said chocks instead of being made hollow, as shown, could'be made solid and provided with recesses to allow access to the nuts (Z. It will be observed that the chocks WV are not bolted to the main rails D. By this construction the inner part B can be laid between the main rails D, pushed into place with the attached chocks C bearing against the web of one of the main rails D, and the removable chocks IV then slipped in from either end and attached to the rails of the guard-piece II II at an accessible point.
The purpose of the guard-piece II II is as follows: In practice there is considerable play in the trucks of steam-railroad cars passing over the rails D, and consequent oscillation of the wheels from one side to the other. The bent ends of the guard-pieces II II offer to an approaching train something to guide its wheelsinto the groove between the main rails In railroad-crossings as at present constructed it is customary to use two rails having their ends bent to act as a guard; but such rails so bent depend upon spikes to hold themin place. By uniting both rails into one piece, as herein described, great constructive strength is secured and the whole interior portion 13 of the crossing takes the impact of an approaching train instead of a portion thereof. This is an important advantage, for it has been found extremely difficult to keep independent guard-pieces in order. By the construction herein described the whole crossing can be made out of rolled or forged steel or other metal and can be put in a steam-railroad track without the least disturbance of the latter. The rails shown in the street-railroad track are what are well-known to the trade as girder guard-rails, but, if desired, any other suitable form of rail may be substituted therefor.
Having thus f ullydescribed my said invention, I claim- 1. In a railroad-crossing, guard-rails between the through-rails curved and united at the ends into a guard-piece complete for either direction.
2. In a railroad-crossing, in combination with two crossing-rails, as F F, between the through-rails, a guard-piece composed of rails curved and united at their ends into aguardpiece complete for either direction.
8. In a railroad-crossing, in combination with through and crossing rails, as DF, a guard-piece composed of rails curved and united at their ends into a guard-piece complete for either direction.
4. In a railroad-crossing, in combination with through and crossing rails, as D F, a guard-piece composed of rails curved and united at their ends into a guard-piece complete for either direction, said guard-piece being provided with checks between it and the through-rails.
5. In a railroad-crossing, a removable chock, as WV, having one straight and one curved face shaped respectively to lit the shapes of the rails and provided with a vertical recess or recesses for inserting and tightening up the bolts securing said check to one of said rails.
6. In a raiIroad-erossin g, a guard-piece composed of rails curved and united at their ends to form the same, in combination with a through-rail and a removable check, as W, having one straight and one curved face and provided with a recess or recesses, for the purposes set forth.
7. In a railroad-crossing, a guard-piece provided with attached or fixed checks and removable chocks, as and for the purposes set forth.
8. In a railroad-crossing, a Z-shaped bar, as E, outside of the through-rail, for the purposes set forth.
9. In a railroad-crossing, in combination with two crossing-rails, as a a, a Z-shaped bar, as E, outside of the through-rail, for the purposes set forth.
10. In a railroad-crossing, in combination with two crossing-rails, as Ct at, a Z-shaped bar, as E, outside of the through-rail, and chocks, as C, for the purposes set forth.
11. In a railroad-crossing, in combination with the through and crossing rails, Z-shaped bars, as E, outside of the through-rails, for the purposes set forth.
12. In a railroad-crossing, the combination, with the through and crossing rails, of Z- shapcd bars, as E, outside of the throughrails, and checks, as O, for the purposes set forth.
IIO
V 13. In a railroad-crossing,thecornbination, 1'5. In a railroad-crossing, the oornbination, with the through and crossing rails, of 2- with the through and crossing ralis, of Z- 10 shaped bars, as E, a curved guard-piece, and shaped bars, as E,a curved guard-piece, and
chooks, as O O. ohocks, as O G W.
14. In a railroad-crossing, the combination, ARTHUR J. MOXI-IAM. with the through and crossing rails, of Z- Witnesses: shaped bars, as E, a curved guard-piece, and H. WV. SMITH,.
chocks, as O W. P. FITZPATRICK.
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