US756814A - Railway construction. - Google Patents

Railway construction. Download PDF

Info

Publication number
US756814A
US756814A US16426903A US1903164269A US756814A US 756814 A US756814 A US 756814A US 16426903 A US16426903 A US 16426903A US 1903164269 A US1903164269 A US 1903164269A US 756814 A US756814 A US 756814A
Authority
US
United States
Prior art keywords
tie
railway construction
plate
bolts
cap
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
US16426903A
Inventor
Louis Beezer
Michael J Beezer
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to US16426903A priority Critical patent/US756814A/en
Application granted granted Critical
Publication of US756814A publication Critical patent/US756814A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • 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
    • E01B3/28Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/32Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone with armouring or reinforcement

Definitions

  • Figure 1 is a plan view of our invention, a central portion being removed.
  • Fig. 2 is a cross-section oi' the tie, taken on the line 2 2 of Fig. 1.
  • Fig. 3 is a longitudinal Section taken on the line 3 3 of Fig. 1.
  • Our invention relates to railway appliances, and more particularly to railway-ties and railfastening devices.
  • IVe also give the rails a suitable elastic bed, which not only makes the train less noisy and less injurious tothe rolling-stock, but also prevents to a large degree the pounding action of the car-wheels from being transmitted so suddenly to the concrete portion of the ties, the result being that the ties will not be cracked or broken.
  • A represents the tie as a whole, having beveled sides and ends, as shown in Figs. l and 2, which retain the tie more securely in the ballast.
  • the corners oi' the tie are rounded, since angular corners are liable to be broken in ballasting.
  • the bodies of the ties are made of slag-cement concrete or other plastic material which will set or become hard and have embedded therein when formed a steel channel-plate B, having the bottom and the downwardly-extending sides or iianges b.
  • the plate has numerous holes b2, which allow the concrete to pass through, so as to tie or bind the tie into a more solid and more homogeneous mass than would bethe case ii' the concrete were unconnected along the entire surface oi' an/,unperi'orated plate.
  • the plate B extends nearly the whole length ot' the tie.
  • each rail and resting in a recess C in the tie are layers F oi compressed cork or wood fiber covered by steel cap-plates G, having flanged edges g, bent so as to protect the edges of the layers F.
  • the recess C like the iiange g, prevents the cork from squeezing' out.
  • the rails E lie directly on the cap-plates Gr andare held in place thereon by bolts H, whose heads L/ are beneath the portion Z) of the channel-plate B.
  • the bolts are arranged in pairs, between whose upper ends the rails lie.
  • Clips I are strung on the bolts, and each has one end lying on the adjacent rail-flange.
  • the clips have their ends nearest the rail-Hanges so thinned that said ends will not touch the cap-plate when the nuts /L are turned down hard upon the clips.
  • Lead washers K are interposed between the bolt-heads /L' and the said portion of the channel-plate B.
  • rIhe concrete we prefer touse is made of slag and cement; but we do not desire to be limited to this composition, as other plastic hardening compositions may be used.
  • a tie composed of plastic material, a metal plate embedded therein, layers of compressed elastic wood on the tie, flanged cap-plates on the said layers, rails on the cap-plates, bolts held in the tie by the metal plate, clips strung on the bolts and overlapping the rail-flanges, and means for holding the clips securely in place.
  • a tie composed of plastic material, a metal plate embedded therein, layers of compressed elastic wood on the tie, tlanged cap-plates on said layers, rails on the cap-plates, bolts having heads beneath the metal plate, lead washers between the bolt-heads and the rnetal plate, and means on Signed at Pittsburg this 1st day of July, the bolts for fastening the rails securely in 1903.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

PAIBNTED APR. 12, 1904.
L. & M. J. BEEZER. RAILWAY CONSTRUCTION.
APPLICATION FILED JULY 6. 1903.
H0 IODHL.
WITNESS [NI/ENTo/es:
,Wiz/V1 'mc mms paens co. vmmymuo., wAsHwcYuN. D. n.
Unirse Sterns Patented .April 12, 1904.
PATENT Creme.
RAILWAY CONSTRUCTION.
SPECIFICATION forming part of Letters Patent No. 756,814, dated April 12, 1904.
Application iiled July 6, 1903. Serial No. 164,269. (No model.)
To all whom, it Tit/ty concern:
Be it known that we, LOUIS BEEZER and MICHAEL J. BEEZER, citizens of the United States, residing at Pittsburg, in the county of Allegheny and State of Pennsylvania, have invented or discovered new and useful Improvements in Railway Construction, of which the following is a specification.
In the accompanying' drawings, which make part of this specification, Figure 1 is a plan view of our invention, a central portion being removed. Fig. 2 is a cross-section oi' the tie, taken on the line 2 2 of Fig. 1. Fig. 3 is a longitudinal Section taken on the line 3 3 of Fig. 1.
Our invention relates to railway appliances, and more particularly to railway-ties and railfastening devices.
It is the object of our invention to provide a substitute for the common wooden ties', which owing' to the growing scarcity of suitable wood and their increasing cost must give way to a superior and permanent article. l/Ve have devised a tie which is not only cheaper, by electing a great saving in maintenance, but one which, with its rail connections,is practically indestructible. Our tie being thoroughly waterprooi'ed will not be aected by frost, and the parts are so strongly united that they will not become broken or separated. IVe also give the rails a suitable elastic bed, which not only makes the train less noisy and less injurious tothe rolling-stock, but also prevents to a large degree the pounding action of the car-wheels from being transmitted so suddenly to the concrete portion of the ties, the result being that the ties will not be cracked or broken.
Referring to the drawings, A represents the tie as a whole, having beveled sides and ends, as shown in Figs. l and 2, which retain the tie more securely in the ballast. The corners oi' the tie are rounded, since angular corners are liable to be broken in ballasting. The bodies of the ties are made of slag-cement concrete or other plastic material which will set or become hard and have embedded therein when formed a steel channel-plate B, having the bottom and the downwardly-extending sides or iianges b. The plate has numerous holes b2, which allow the concrete to pass through, so as to tie or bind the tie into a more solid and more homogeneous mass than would bethe case ii' the concrete were unconnected along the entire surface oi' an/,unperi'orated plate. The plate B extends nearly the whole length ot' the tie.
Beneath each rail and resting in a recess C in the tie are layers F oi compressed cork or wood fiber covered by steel cap-plates G, having flanged edges g, bent so as to protect the edges of the layers F. The recess C, like the iiange g, prevents the cork from squeezing' out.
The rails E lie directly on the cap-plates Gr andare held in place thereon by bolts H, whose heads L/ are beneath the portion Z) of the channel-plate B. The bolts are arranged in pairs, between whose upper ends the rails lie. Clips I are strung on the bolts, and each has one end lying on the adjacent rail-flange. The clips have their ends nearest the rail-Hanges so thinned that said ends will not touch the cap-plate when the nuts /L are turned down hard upon the clips. Lead washers K are interposed between the bolt-heads /L' and the said portion of the channel-plate B.
rIhe concrete we prefer touse is made of slag and cement; but we do not desire to be limited to this composition, as other plastic hardening compositions may be used.
Having described our invention, we claim- 1. In railway construction, a tie composed of plastic material, a metal plate embedded therein, layers of compressed elastic wood on the tie, flanged cap-plates on the said layers, rails on the cap-plates, bolts held in the tie by the metal plate, clips strung on the bolts and overlapping the rail-flanges, and means for holding the clips securely in place.
2. In railway construction, a tie composed of plastic material, a metal plate embedded therein, layers of compressed elastic wood on the tie, tlanged cap-plates on said layers, rails on the cap-plates, bolts having heads beneath the metal plate, lead washers between the bolt-heads and the rnetal plate, and means on Signed at Pittsburg this 1st day of July, the bolts for fastening the rails securely in 1903.
Place# LOUIS BEEZER 3. 1n railway construction, a plastic mate- 5 rial, a metal plate embedded therein, rail-se- MICHAEL J BEEZER' curing bolts having their heads beneath the Witnesses: said plate, and a lead Washer between the bolt- F. N. BARBER, head and the plate. A. M. STEEN.
US16426903A 1903-07-06 1903-07-06 Railway construction. Expired - Lifetime US756814A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US16426903A US756814A (en) 1903-07-06 1903-07-06 Railway construction.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US16426903A US756814A (en) 1903-07-06 1903-07-06 Railway construction.

Publications (1)

Publication Number Publication Date
US756814A true US756814A (en) 1904-04-12

Family

ID=2825306

Family Applications (1)

Application Number Title Priority Date Filing Date
US16426903A Expired - Lifetime US756814A (en) 1903-07-06 1903-07-06 Railway construction.

Country Status (1)

Country Link
US (1) US756814A (en)

Similar Documents

Publication Publication Date Title
US756814A (en) Railway construction.
US1045741A (en) Reinforced-concrete railway-tie.
US756815A (en) Railway construction.
US758613A (en) Concrete railway-tie.
US759852A (en) Concrete railway-tie.
US756816A (en) Railway construction.
US761647A (en) Concrete railway-tie.
US590108A (en) Railroad-rail chair
US1297828A (en) Railroad-tie.
US870255A (en) Composite railway-tie.
US791772A (en) Rail-support.
US758612A (en) Concrete railway-tie.
US963844A (en) Railway-track construction.
US445063A (en) Construction of railway ties or sleepers
US756817A (en) Railway construction
US240511A (en) Dekisok e
US744285A (en) Metallic railway-tie.
US800344A (en) Railroad-tie.
US206385A (en) Improvement in elevated railways
US958226A (en) Railway-tie.
US555934A (en) Railway construction
US935966A (en) Railway-tie.
US789278A (en) Railway construction.
US812991A (en) Railroad-tie.
US1070386A (en) Construction of railroad-beds.