[go: up one dir, main page]

US1466003A - Reenforced-concrete railroad tie - Google Patents

Reenforced-concrete railroad tie Download PDF

Info

Publication number
US1466003A
US1466003A US598353A US59835322A US1466003A US 1466003 A US1466003 A US 1466003A US 598353 A US598353 A US 598353A US 59835322 A US59835322 A US 59835322A US 1466003 A US1466003 A US 1466003A
Authority
US
United States
Prior art keywords
tie
reenforced
concrete railroad
railroad tie
plates
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
US598353A
Inventor
William C Temple
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 US598353A priority Critical patent/US1466003A/en
Application granted granted Critical
Publication of US1466003A publication Critical patent/US1466003A/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

  • the invention has relation to "crossties for railways and relates more part ieularly to ties which are practically indestructible and constructed of concreto or other suitable plastic material, the principal object being to strengthen and reeniorce ties of this nature.
  • Figures vl and .2 are opposite views, respectively, of a reent'orced concrete railroad tie embodying the invention
  • the rails Figure 3 is a top plan view of the metal reinft'irceinent, the dotted lilies indicating the outline ot' the tie and the bolts for" securing the rails being in section,
  • Figure l is a vertical section on the line 4-4 of Figure 3, looking in the direction of the arrows, and
  • Figure l5 is a transverse section on the line 5-45 of Figure 4, looking to the right as designated' by the arrows;
  • the numeral l designates the body'of the tie whiclnmay consist' of concrete or ,other plastic material, the same being molded and strengthened by an embedded reinforcef ment. 1
  • the metal reinforcement comprises longi 1, 1922. Serial No. 598,353.
  • tudinal plates 2 andhave their projecting' ends upset or riveted, whereby to retam the parts whenI assembled.
  • Vert-ica'lly dis ⁇ posed tubes T are embedded in the tie when the same is molded and4 provide passages for bolts S. whereby the rails 9 are secured to the tie through the instrumentality of clips l() which engage the threaded ends of the bolts.
  • Rail braces 11 are also secured to the tie by bolts 8 and these braces 11 engage a side of the rail beneath the head thereof.
  • the tie is strengthened and reentorced and will not come. apart, even though it should crack from any cause.
  • the nuts 6 and the heads of the bolts are disposed outwardly from the plates 2 and being embedded in the material of the tie, prevent side portions ofthe latter scaling and breaking away.
  • a tie having a concrete body, a frame embedded therein. having longitudinal plates. cross rods spanning-'and extending through and beyomlthe outer-sides of the plates, cross rods having shoulders engaged by the inner sides of the plates, nuts threaded on said cross rods beyond the outer sides of the plates 4and terminating relatively' close. to the sides of the body and'being completely embedded in the body, and

Landscapes

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

Description

Aug. 2%, E923. 1,466,003
w. c. TEMPLE REENFRCED CONCRETE RAILROAD TIE Filed NGV. l, 1922 ist ' conditions boing in section.
Patented ug. 23, i923. y
rasees all,
WILLIAM o. TEMPLE,
OI MUNSON, FLORDA.
REENFORCED-CONCRETE RAILROAD TE.
Application filed November To all whom 'it may concern:
Be it kn'own that l, lVILmAM C. TEMPLE, a citizen of the United States, residing at Munson, in the county of Santa Rosa 'and State of Florida, have invented certain new and useful Improvements in a Reentorcetb Concrete Railroad Tie; and I do hereby declare the following to be a full, clear, and exact description of the invention, such as will enable others skilled in the art to which it appertains to make and use the same.
The invention has relation to "crossties for railways and relates more part ieularly to ties which are practically indestructible and constructed of concreto or other suitable plastic material, the principal object being to strengthen and reeniorce ties of this nature.
Other objects and advantages will be apparent and suggest themselves las the nature of the invention is understood.
lNhile the drawings illustrate an embodiment. of the invention it. is to be understood that in adapting the same to moet different and requirements, various changes in the form, proportion and minor details of construction may be resorted to without departing 'from the nature ot' the invention.
Referring to the accomp: ving drawings forming a part ot the application,
Figures vl and .2 are opposite views, respectively, of a reent'orced concrete railroad tie embodying the invention, the rails Figure 3 is a top plan view of the metal reinft'irceinent, the dotted lilies indicating the outline ot' the tie and the bolts for" securing the rails being in section,
Figure l is a vertical section on the line 4-4 of Figure 3, looking in the direction of the arrows, and
Figure l5 is a transverse section on the line 5-45 of Figure 4, looking to the right as designated' by the arrows;
Corresponding and .like parts arel rg. ferred to in the following description and desig natcd inthe several views of the drawings by like reference characters.
The numeral l designates the body'of the tie whiclnmay consist' of concrete or ,other plastic material, the same being molded and strengthened by an embedded reinforcef ment. 1
The metal reinforcement comprises longi 1, 1922. Serial No. 598,353.
tudinal plates 2, end tie" plates 3, intermev diate tie rods at and anchoring cross rods 5 which are set staggering and supported in the plates 2 with opposite'ends projecting.
tudinal plates 2 andhave their projecting' ends upset or riveted, whereby to retam the parts whenI assembled. Vert-ica'lly dis` posed tubes T are embedded in the tie when the same is molded and4 provide passages for bolts S. whereby the rails 9 are secured to the tie through the instrumentality of clips l() which engage the threaded ends of the bolts. Rail braces 11 are also secured to the tie by bolts 8 and these braces 11 engage a side of the rail beneath the head thereof.
It will be understood from the foregoing that the tie is strengthened and reentorced and will not come. apart, even though it should crack from any cause. The nuts 6 and the heads of the bolts are disposed outwardly from the plates 2 and being embedded in the material of the tie, prevent side portions ofthe latter scaling and breaking away.
\Vliat is claimed is:
A tie having a concrete body, a frame embedded therein. having longitudinal plates. cross rods spanning-'and extending through and beyomlthe outer-sides of the plates, cross rods having shoulders engaged by the inner sides of the plates, nuts threaded on said cross rods beyond the outer sides of the plates 4and terminating relatively' close. to the sides of the body and'being completely embedded in the body, and
positioning tubes for rail securing bolts disposed through the body at a right angle to saidcross rods, and one of said tubes pas# sing betweenand directly engagng'certain ot' said cross rods. t
In testimony whereof l aflxmy signature in presenceof two Witnesses.
`Wll'alalltld C. TEMPLE.
W'itnesses:
oo l
US598353A 1922-11-01 1922-11-01 Reenforced-concrete railroad tie Expired - Lifetime US1466003A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US598353A US1466003A (en) 1922-11-01 1922-11-01 Reenforced-concrete railroad tie

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US598353A US1466003A (en) 1922-11-01 1922-11-01 Reenforced-concrete railroad tie

Publications (1)

Publication Number Publication Date
US1466003A true US1466003A (en) 1923-08-28

Family

ID=24395219

Family Applications (1)

Application Number Title Priority Date Filing Date
US598353A Expired - Lifetime US1466003A (en) 1922-11-01 1922-11-01 Reenforced-concrete railroad tie

Country Status (1)

Country Link
US (1) US1466003A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3027086A1 (en) * 1980-07-17 1982-02-11 Wayss & Freytag Ag, 6000 Frankfurt Prestressed concrete railway points sleeper - has sleeve sockets forming vertical cut=outs for screw which secures ribbed slab
DE202006020860U1 (en) 2006-05-18 2010-07-15 Thyssenkrupp Gft Gleistechnik Gmbh Roadway for transhipment facilities

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3027086A1 (en) * 1980-07-17 1982-02-11 Wayss & Freytag Ag, 6000 Frankfurt Prestressed concrete railway points sleeper - has sleeve sockets forming vertical cut=outs for screw which secures ribbed slab
DE202006020860U1 (en) 2006-05-18 2010-07-15 Thyssenkrupp Gft Gleistechnik Gmbh Roadway for transhipment facilities

Similar Documents

Publication Publication Date Title
US1466003A (en) Reenforced-concrete railroad tie
US1398119A (en) Railroad-tie
US1325994A (en) Calvin l
US602789A (en) Metallic railroad-tie
US912731A (en) Railroad-tie.
US1077236A (en) Rail.
US582709A (en) Tie-plate and rail-clamp combined
US1373356A (en) Metallic railroad-tie and fastener
US1377489A (en) Railway-track construction
US1685980A (en) Railroad tie
US1441263A (en) Metal tie and rail chair
US1093738A (en) Pavement.
US1420749A (en) Railroad tie
US812524A (en) Concrete railway-tie.
US708521A (en) Railroad-tie.
US1251229A (en) Railroad-tie.
US887488A (en) Combined railway-chair and rail-fastener.
US1497987A (en) Metallic tie
US1295771A (en) Railroad-tie.
US598692A (en) Metal railway-tie
US761249A (en) Railway-tie.
US934561A (en) Continuous-bearing railway-tie.
US767240A (en) Metal-and-concrete railway-tie.
US1297993A (en) Rail-clamp.
US430039A (en) Patrick rafperty