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US1170351A - Base-plate. - Google Patents

Base-plate. Download PDF

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Publication number
US1170351A
US1170351A US86799414A US1914867994A US1170351A US 1170351 A US1170351 A US 1170351A US 86799414 A US86799414 A US 86799414A US 1914867994 A US1914867994 A US 1914867994A US 1170351 A US1170351 A US 1170351A
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United States
Prior art keywords
base
ties
plate
plates
rails
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Expired - Lifetime
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US86799414A
Inventor
Harry E Sheldon
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.)
WILLIAM D FORSYTH
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WILLIAM D FORSYTH
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Publication date
Application filed by WILLIAM D FORSYTH filed Critical WILLIAM D FORSYTH
Priority to US86799414A priority Critical patent/US1170351A/en
Application granted granted Critical
Publication of US1170351A publication Critical patent/US1170351A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/16Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from steel
    • E01B3/22Longitudinal sleepers; Longitudinal sleepers integral or combined with tie-rods; Combined longitudinal and transverse sleepers

Definitions

  • My invention relates to bases for supporting railway rails and its object is to provide a support therefor which will prevent the rails from spreading or creeping; which will largely prevent the rails from breaking. and will hold them in place even though they break or crack; which will efliciently support the rails between the ties and resist all stresses on the rails; which permits the use of very light rails and reduces the number of ties required; and which may be used with wooden, steel or other ties.
  • Figure 1 is a plan showing portions of two base-plates and of the ties to which they are connected; Fig. 2,'a perspective view of a portion of a base-plate shown on Fig. 1; Fig. 3, a cross-section on the line III-J11,
  • 1 designates steel base-plates resting on the ties 2, the base-plates having the holes 3 through which suitable fastenings may be driven into the
  • the upper faces of the base-plates 1 are provided with the parallel ribs 4 between which the railway rail 5 (Fig. is seated with the edges of its flanges in engagement with the ribs to prevent any lateral movements of the rail.
  • the rails may be secured to thebase-plates by the usual spikes 6 or their equivalent, 7 representing the holes therefor in the bases 1.
  • the rail base-plates are substantially flat where they rest on the ties but they each have at least one longitudinal rib 8 extending downwardly to a considerable depth between the ties as shown on Figs. 3 and 4. Where the ties are, the rib 8 is cut away so as to extend but a short distance into the tie 2 (Fig. 4). This rib prevents the base from moving laterally on the tie and stiffens the base-plate materially.
  • each base-plate is contracted between the ties by turning the opposing edges thereof downwardly and toward each other to form the vertical flanges 9 which give additional stiffness to the base-plate.
  • the abutting ends of the base-plates may be interlocked by providing each with a lat-- eral hook 10 to engage with a notch 11 in the other (Fig. 1).
  • a rectangular strip of steel may be rolled with the ribs 4 and 8 thereon. Then the flanges 9 may be turned and portions of the rib 8 removed to accommodate the ties. I do not, however, limit myself to any definite procedure.
  • a base-plate 1 having the portion over the tie provided with downwardly turned flanges 12, the base plate being otherwise substantially as in Figs. 1 to 4 except that the rib 8 is not employed, but its omission is optional between the ties.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Connection Of Plates (AREA)

Description

v H. E. SHELDON. I
BASE PLATE.
APPLICATION FILED on. 22, 1914.-
1,170,351 v Patented Feb. 1, 1916.
9 \mZWA W" 1 3 4 a 9 ties.
HARRY E. SHELDON, OF PITTSBURGH, PENNSYLVANIA, ASSIGNOR OF ONE-HALF TO WILLIAM D. FORSYTH, 0F YOUNGSTOWN, OHIO.
BASE-PLATE.
Specification of Letters Patent.
Patented Feb. 1, 1916.
Application filed October 22, 1914. Serial No. 867,994.
To all whom it may concern:
Be it known that I, HARRY E. SHELDON, a citizen of the United States, residing at Pittsburgh, in the county of Allegheny and State of Pennsylvania, have invented new and useful Improvements in Base-Plates, of which the following is a specification.
My invention relates to bases for supporting railway rails and its object is to provide a support therefor which will prevent the rails from spreading or creeping; which will largely prevent the rails from breaking. and will hold them in place even though they break or crack; which will efliciently support the rails between the ties and resist all stresses on the rails; which permits the use of very light rails and reduces the number of ties required; and which may be used with wooden, steel or other ties.
Other objects will appear hereinafter.
Referring to the accompanying drawings, Figure 1 is a plan showing portions of two base-plates and of the ties to which they are connected; Fig. 2,'a perspective view of a portion of a base-plate shown on Fig. 1; Fig. 3, a cross-section on the line III-J11,
Fig. 1; Fig. 4, a cross-section on the line 1VIV, Fig. 1; Fig. 5, a perspective of a base-plate adapted to metallic ties.
Referring first to Figs. 1 to 4, 1 designates steel base-plates resting on the ties 2, the base-plates having the holes 3 through which suitable fastenings may be driven into the The upper faces of the base-plates 1 are provided with the parallel ribs 4 between which the railway rail 5 (Fig. is seated with the edges of its flanges in engagement with the ribs to prevent any lateral movements of the rail. The rails may be secured to thebase-plates by the usual spikes 6 or their equivalent, 7 representing the holes therefor in the bases 1.
The rail base-plates are substantially flat where they rest on the ties but they each have at least one longitudinal rib 8 extending downwardly to a considerable depth between the ties as shown on Figs. 3 and 4. Where the ties are, the rib 8 is cut away so as to extend but a short distance into the tie 2 (Fig. 4). This rib prevents the base from moving laterally on the tie and stiffens the base-plate materially.
The sides of each base-plate are contracted between the ties by turning the opposing edges thereof downwardly and toward each other to form the vertical flanges 9 which give additional stiffness to the base-plate.
The abutting ends of the base-plates may be interlocked by providing each with a lat-- eral hook 10 to engage with a notch 11 in the other (Fig. 1).
In constructing'a base-plate, a rectangular strip of steel may be rolled with the ribs 4 and 8 thereon. Then the flanges 9 may be turned and portions of the rib 8 removed to accommodate the ties. I do not, however, limit myself to any definite procedure.
In Fig. 5, I have shown a base-plate 1 having the portion over the tie provided with downwardly turned flanges 12, the base plate being otherwise substantially as in Figs. 1 to 4 except that the rib 8 is not employed, but its omission is optional between the ties. I have shown the steel tie 13 to which the chair 14 is riveted. The flanges 12 overlap the sides of the chair 14 and the chair is insulated from the seat by the insulating material 15, which may be fiber.
'1 claim 1. In a rail-way, cross-ties, chairs secured thereto and having opposing side-faces eX- tending lengthwise of the rail-way, continuous steel base-plates supported by the chairs and supporting the rails along their entire length and provided with longitudinal down-turned flanges overlapping the said opposing faces of the chairs, whereby the rails are prevented from spreading.
2. In a rail-way,.continuous steel baseplates supporting the rails, chairs for supporting the base-plates, and means integral with the base-plates and cooperating with the chairs to prevent the base-plates from spreading.
Signed at Pittsburgh, Pa., this 20th day of October, 1914.
HARRY E. SHELDON.
Witnesses:
ALICE E. Donn, F. N. BARBER.
Copies of this patent may be obtained for five cents each, by addressing the Commissioner of Patents, Washington, D. G.
US86799414A 1914-10-22 1914-10-22 Base-plate. Expired - Lifetime US1170351A (en)

Priority Applications (1)

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US86799414A US1170351A (en) 1914-10-22 1914-10-22 Base-plate.

Applications Claiming Priority (1)

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US86799414A US1170351A (en) 1914-10-22 1914-10-22 Base-plate.

Publications (1)

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