US1021666A - Sleeper. - Google Patents

Sleeper. Download PDF

Info

Publication number
US1021666A
US1021666A US64410211A US1911644102A US1021666A US 1021666 A US1021666 A US 1021666A US 64410211 A US64410211 A US 64410211A US 1911644102 A US1911644102 A US 1911644102A US 1021666 A US1021666 A US 1021666A
Authority
US
United States
Prior art keywords
members
trough
sleeper
concrete
extending
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
US64410211A
Inventor
George Dorffel
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 US64410211A priority Critical patent/US1021666A/en
Application granted granted Critical
Publication of US1021666A publication Critical patent/US1021666A/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
    • E01B3/36Composite sleepers

Definitions

  • My invention relates to sleepers adapted for use as cross ties and the like, my more ous details of construction whereby the rails are secured to the sleeper and the sleeper is strengthened in various ways.
  • My invention also comprises means whereby a limited play or slight relative movement is aforded between the rails and the sleeper, and also whereby the sleeper is especially adapted for use upon curves of a railway.
  • FIG. 1 is an elevation showing my improved sleeper used as a cross tie and supporting a pair of rails which are shown in cross section;
  • Fig. Q' is a plan view of the sleeper, the rails being removed;
  • Fig. 3 is a fragmentary section showing the internal construction of the sleeper.
  • Two trough-like members 5, 6 of concrete are tted together end to end, and for this purpose the end 7 of the concrete member 5 is made convex, while the end 8 of the concrete member 6 is rendered concave, the ends 7, 8 fitting neatly together as a joint.
  • a beam 4 of wood is fitted into the concrete members 5, 6 and fills the same flush. with theirl top levels.
  • kExtending crosswise through the concrete members and the beam lare two other tubular bolts 1() located a little lower than the row of bolts 9.
  • the concrete members 5, 6 are provided with widened portions 11 and with hook passages 12, 13, the latter being staggered as indicated in' Fig. 2.
  • Hooks 14, 15 are mounted within the hook passages 12, 13 and are pivotally connected with the tubular bolts 10. These hooks 14, 15 carry bolts 16, 17, the bolts 17 j serving as locks for the bolts 16.
  • I provide a number of metallic members 18 which are embedded within the concrete members and are each of substantially U shape.
  • Each bolt 9 extends through the U- shaped member 18 and strips of metal 19 extend from one U-shaped member to the other, there being two of these strips 19, one being located in each concrete member 5, 6.
  • Mounted upon each of thesemembers 5, 6 is an iro-n plate 2O extending directly across and provided at its ends with lugs 21, these lugs being integral with the plate and extending downwardly so as to anchor the plate 20 against endwise movement of the plate relatively to the concrete member upon which it rests.
  • Each plate 20 is further provided with upwardly extending lugs 22 integral with it and disposed oppositely to each other.
  • Rails are shown at 23 and are provided with bases 24, each base 24 resting directly upon a plate 20 and extending lengthwise thereof.
  • the upwardly extending lugs 22 fit upon opposite sides of the rail base, and the hooks 14, 15, by aid of the bolts 16, hold the rail base in position.
  • the trough-like members 5, 6, at their bottoms, are rounded off as indicated at 7?, 8a in Fig. 3, so as to leave a little space between the wooden beam 4.and the adjacent bottom ofthe trough-like member in the immediate vicinity of the joint.
  • the purpose of this arrangement is to prevent undue strain and excessive wear upon the edges of the concrete members 5, 6 in the immediate vicinity of the joint and also to prevent too abrupt a strain from being thrown upon the beam 4; thatis to say, the beam 4, by this arrangement, is allowed to make a more gradual bend than would be the case if the rounded surfaces 7a, 8a were notV provided.
  • the sleeper constructed as above described admits of quite a number of uses and is especially adapted for use as a railway tie. Owing to the joint between the concrete members 5, 6, these members, as a unit, can
  • the wooden beam 4 has suiiicient elasticity to permit of a bending movement.
  • the plates 20 each have, when no rails are upon them, a slight play relatively to the sleeper, this play being permitted by the lugs 21 which are of a width approximating one-third of that of the plates 20. A very slight displacement of the plate 2,0 relatively to the sleeper ⁇ will allow of some adjustment between these parts. Moreover, in laying rails along a curve, it is sometimes desirable to give the rails a slight bend and this is facilitated by the construction of the plates 20.
  • the lugs 2l upon their opposite sides are quite narrow as compared with the plates 2O across the sleeper, and no tightening or pinching of the rails can take place, the rails being secured firmly in position by aid of the hooks 14, 15 and without the use of spikes.
  • the sleeper above described may be employed to advantage.
  • the beam t because of its small size, does not require a great deal of timber in its construction, and waste pieces may be employed to a great extent in this relation.
  • a sleeper comprising a plurality of trough-like members of concrete, a wooden beam resting within said trough-like members and connecting the same together, the outer face of said beam being substantially flush with the outer Jface of said trough-like members, and means for securing said lwjvooden beam within said trough-like memers.
  • a sleeper comprising a pair of troughlike members, one provided with a concave end and the other with a convex end mating said concave end, and forming a oint therewith, a wooden beam disposed within said trough-like members and extending from one of said trough-like members to the other, and a plurality of bolts extending through said trough-like members and said beam.
  • a sleeper comprising a pair of troughlike members of concrete iitted together by a joint, a wooden beam mounted within said trough-like members and extending from one to another, means for securing said wooden beam in position relatively to said trough-like members, a plate supported by said trough-like members, and means for holding said plate in position upon said trough-like member on which it rests.
  • a sleeper comprising a pair of troughlike members, a beam mounted within said trough like members, each trough like member being provided with recesses Jforming with the sides of the beam hook passages, the said hook passages being in staggered relation to each other, metallic hooks extending within said hook passages, bolts extending through the trough like members and said beam, and on which the said hooks are mounted to swing, and bolts mounted upon said metallic hooks for engaging the base of a rail.
  • a sleeper comprising a pair of trough like concrete members movable relative to each other and each having a wide portion, a wooden beam resting within said concrete members and connecting the same together, the t-op face of said beam being iiush with the top faces of said trough like members, plates extending across the top face of said beam and the said trough like members at the wide portion of the latter, the said plates being each provided at its ends with downwardly extending lugs for engaging opposite edges of said wide portion, the said lugs being narrower than said plates, each plate having upturned lugs at the sides for engaging opposite side edges of a rail base, and means for engaging the upper face of the rail base to hold the rail upon said plate.
  • a sleeper comprising a pair of concrete members each having generally a trough-like form and having a rounded bottom, said trough-like members engaging each other and forming a joint at the point of their engagement, said trough-like members being provided with rounded bottoms adjacent to said joint, and a beam disposed partially within each of said trough-like members and free to bend at points adjacent to said rounded bottoms.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)

Description

G. DOR-PEBL.
SLEEPEB.
APPLIGATION FILED AUG. 15. 1911.
Patented Mar. 26, 1912.
ATTORNEYS COLUMBIA PLANOGRAPH Co.,w^sHlNG'roN. D. c.
SLEEPER.
Specification of Letters Patent.
Patented Mar. 26, 19,12.
Application led August 15, 1911. Serial No. 644,102.
To all whom it 'may concern:
Be it known that I, GEORGE DORFFEL, a citizen of the United States, and a resident of Oakland, in the county of Alameda and State of California, havefinvented a new and Improved' Sleeper, of which the following is a full, clear, and exact description.
My invention relates to sleepers adapted for use as cross ties and the like, my more ous details of construction whereby the rails are secured to the sleeper and the sleeper is strengthened in various ways. My invention also comprises means whereby a limited play or slight relative movement is aforded between the rails and the sleeper, and also whereby the sleeper is especially adapted for use upon curves of a railway.
Reference is to be had to the accompanying drawing forming a part of this specification in which like characters of reference indicate corresponding parts in all the views, and in which- Figure 1 is an elevation showing my improved sleeper used as a cross tie and supporting a pair of rails which are shown in cross section; Fig. Q'is a plan view of the sleeper, the rails being removed; and Fig. 3 is a fragmentary section showing the internal construction of the sleeper.
Two trough-like members 5, 6 of concrete are tted together end to end, and for this purpose the end 7 of the concrete member 5 is made convex, while the end 8 of the concrete member 6 is rendered concave, the ends 7, 8 fitting neatly together as a joint. A beam 4 of wood is fitted into the concrete members 5, 6 and fills the same flush. with theirl top levels. Extending through each concrete member 5, 6, and also through the wooden beam 4, are tubular bolts 9 provided with heads 9a and fitted with nuts 9b for the purpose of holding the trough-like members Y5, 6 and the beam 4 together. kExtending crosswise through the concrete members and the beam lare two other tubular bolts 1() located a little lower than the row of bolts 9.
The concrete members 5, 6 are provided with widened portions 11 and with hook passages 12, 13, the latter being staggered as indicated in' Fig. 2. Hooks 14, 15 are mounted within the hook passages 12, 13 and are pivotally connected with the tubular bolts 10. These hooks 14, 15 carry bolts 16, 17, the bolts 17 j serving as locks for the bolts 16.
I provide a number of metallic members 18 which are embedded within the concrete members and are each of substantially U shape. Each bolt 9 extends through the U- shaped member 18 and strips of metal 19 extend from one U-shaped member to the other, there being two of these strips 19, one being located in each concrete member 5, 6. Mounted upon each of thesemembers 5, 6 is an iro-n plate 2O extending directly across and provided at its ends with lugs 21, these lugs being integral with the plate and extending downwardly so as to anchor the plate 20 against endwise movement of the plate relatively to the concrete member upon which it rests. Each plate 20 is further provided with upwardly extending lugs 22 integral with it and disposed oppositely to each other. A Y
Rails are shown at 23 and are provided with bases 24, each base 24 resting directly upon a plate 20 and extending lengthwise thereof. The upwardly extending lugs 22 fit upon opposite sides of the rail base, and the hooks 14, 15, by aid of the bolts 16, hold the rail base in position.
The trough-like members 5, 6, at their bottoms, are rounded off as indicated at 7?, 8a in Fig. 3, so as to leave a little space between the wooden beam 4.and the adjacent bottom ofthe trough-like member in the immediate vicinity of the joint. The purpose of this arrangement is to prevent undue strain and excessive wear upon the edges of the concrete members 5, 6 in the immediate vicinity of the joint and also to prevent too abrupt a strain from being thrown upon the beam 4; thatis to say, the beam 4, by this arrangement, is allowed to make a more gradual bend than would be the case if the rounded surfaces 7a, 8a were notV provided. j
The sleeper constructed as above described admits of quite a number of uses and is especially adapted for use as a railway tie. Owing to the joint between the concrete members 5, 6, these members, as a unit, can
bend. The wooden beam 4 has suiiicient elasticity to permit of a bending movement. The plates 20 each have, when no rails are upon them, a slight play relatively to the sleeper, this play being permitted by the lugs 21 which are of a width approximating one-third of that of the plates 20. A very slight displacement of the plate 2,0 relatively to the sleeper` will allow of some adjustment between these parts. Moreover, in laying rails along a curve, it is sometimes desirable to give the rails a slight bend and this is facilitated by the construction of the plates 20. The lugs 2l upon their opposite sides are quite narrow as compared with the plates 2O across the sleeper, and no tightening or pinching of the rails can take place, the rails being secured firmly in position by aid of the hooks 14, 15 and without the use of spikes.
In building new railroads through sections of country in which timber is scarce, the sleeper above described may be employed to advantage. The beam t, because of its small size, does not require a great deal of timber in its construction, and waste pieces may be employed to a great extent in this relation.
I do not limit myself to the precise construction shown in the drawings and above described, as variations may be made therein without departing from the spirit of my invention.
Having thus described my invention, what I claim as new and desire to secure by Letters Patent is:
l. A sleeper comprising a plurality of trough-like members of concrete, a wooden beam resting within said trough-like members and connecting the same together, the outer face of said beam being substantially flush with the outer Jface of said trough-like members, and means for securing said lwjvooden beam within said trough-like memers.
2. A sleeper comprising a pair of troughlike members, one provided with a concave end and the other with a convex end mating said concave end, and forming a oint therewith, a wooden beam disposed within said trough-like members and extending from one of said trough-like members to the other, and a plurality of bolts extending through said trough-like members and said beam.
3. A sleeper comprising a pair of troughlike members of concrete iitted together by a joint, a wooden beam mounted within said trough-like members and extending from one to another, means for securing said wooden beam in position relatively to said trough-like members, a plate supported by said trough-like members, and means for holding said plate in position upon said trough-like member on which it rests.
4. A sleeper comprising a pair of troughlike members, a beam mounted within said trough like members, each trough like member being provided with recesses Jforming with the sides of the beam hook passages, the said hook passages being in staggered relation to each other, metallic hooks extending within said hook passages, bolts extending through the trough like members and said beam, and on which the said hooks are mounted to swing, and bolts mounted upon said metallic hooks for engaging the base of a rail.
5. A sleeper comprising a pair of trough like concrete members movable relative to each other and each having a wide portion, a wooden beam resting within said concrete members and connecting the same together, the t-op face of said beam being iiush with the top faces of said trough like members, plates extending across the top face of said beam and the said trough like members at the wide portion of the latter, the said plates being each provided at its ends with downwardly extending lugs for engaging opposite edges of said wide portion, the said lugs being narrower than said plates, each plate having upturned lugs at the sides for engaging opposite side edges of a rail base, and means for engaging the upper face of the rail base to hold the rail upon said plate.
6. A sleeper comprising a pair of concrete members each having generally a trough-like form and having a rounded bottom, said trough-like members engaging each other and forming a joint at the point of their engagement, said trough-like members being provided with rounded bottoms adjacent to said joint, and a beam disposed partially within each of said trough-like members and free to bend at points adjacent to said rounded bottoms.
In testimony whereof I have signed my name to this specification in the presence of two subscribing witnesses.
` GEORGE DORFFEL. Witnesses:
HENRY H. SHED, CARL E. STROM.
Copies of this patent may be obtained for five cents each, by addressing the Commissioner of Patents. Washington, D. C.
US64410211A 1911-08-15 1911-08-15 Sleeper. Expired - Lifetime US1021666A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US64410211A US1021666A (en) 1911-08-15 1911-08-15 Sleeper.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US64410211A US1021666A (en) 1911-08-15 1911-08-15 Sleeper.

Publications (1)

Publication Number Publication Date
US1021666A true US1021666A (en) 1912-03-26

Family

ID=3089963

Family Applications (1)

Application Number Title Priority Date Filing Date
US64410211A Expired - Lifetime US1021666A (en) 1911-08-15 1911-08-15 Sleeper.

Country Status (1)

Country Link
US (1) US1021666A (en)

Similar Documents

Publication Publication Date Title
US1021666A (en) Sleeper.
US1070270A (en) Railway-tie.
US1018902A (en) Tie and rail-fastener.
US358144A (en) Joseph claek
US38612A (en) Improvement in railroad-chairs
US814841A (en) Metallic railway-tie.
US857780A (en) Bridge and gage plate for railroad-rails.
US803751A (en) Composite railroad-tie.
US684758A (en) Railway-tie.
US1101436A (en) Railway-tie.
US1208630A (en) Railway-tie.
US1248333A (en) Rail-joint.
US821166A (en) Metallic tie.
US1034296A (en) Metallic tie and rail-fastener.
US1105719A (en) Railway-tie.
US689207A (en) Metallic railway-tie and fastener
US1206055A (en) Metallic tie and rail-fastener.
US784802A (en) Railway-tie.
US970158A (en) Rail-joint.
US1009199A (en) Railway-tie and rail-fastening.
US313260A (en) Railroad-tie
US423929A (en) Railroad-tie
US907939A (en) Railway-tie.
US1179745A (en) Rail-joint.
US856443A (en) Rail-joint.