US1388751A - Crosstie - Google Patents

Crosstie Download PDF

Info

Publication number
US1388751A
US1388751A US351191A US35119120A US1388751A US 1388751 A US1388751 A US 1388751A US 351191 A US351191 A US 351191A US 35119120 A US35119120 A US 35119120A US 1388751 A US1388751 A US 1388751A
Authority
US
United States
Prior art keywords
tie
crosstie
palmer
longitudinal
view
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
US351191A
Inventor
William F Palmer
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 US351191A priority Critical patent/US1388751A/en
Application granted granted Critical
Publication of US1388751A publication Critical patent/US1388751A/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
    • E01B3/16Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from steel

Definitions

  • the object of the invention is to provide a simple inexpensive and eflicient cross tie for railroads, as a substitute for the wooden ties now commonly used, without dispensing with the resiliency which constitutes one of the main advantages of the use of wooden ties and has heretofore been practically unobtainable in ties constructed of any other material, and with this and related objects in'view the invention consists in a construction and combination of parts of which a preferred embodiment is shown in the drawing, wherein:
  • Figure 1 is a plan view of the improved tie.
  • Fig. 2 is a side view of the same.
  • Fig. 3 is a bottom plan view.
  • Fig. 4 is a transverse sectional view taken in the plane indicated by the line 4-4 of Fig. 1.
  • the tie which is indicated at 10 is hollow and is of cross sectional quadrangular form representing exteriorly the surface of an ordinary wooden tie and formed of a flat sheet of metal of suiiicient gage or thickness folded upon longitudinal lines to form upper and lower side angles 11 and 12 with the edges of the blank asshown at 13, unconnected and located on parallel approximately contacting lines at the center of the bottom of the tie, the under surfaces of the portions of the plate adjacent to said free edges being serrated or roughened as indicated at 14.
  • the springy quality of the tie is enabled to assist the serrations 14 in holding the tie against casual or accidental shifting either endwise or laterally.
  • the rail 15 may be secured in place by a. rail clamp 16 secured to the upper wall of the tie by means of bolts 17 and a corresponding clamp 18 which is preferably extended as shown at 19 to form a tread brace and is secured in place by bolts 20.
  • each tie constitutes a culvert which will permit the water to flow freely through the roadbed without disturbing the ballast and therefore without interfering with the setting of the ties.
  • the herein described railway tie formed from a single blank of resilient sheet metal, reduced to rectangular form in cross section and open throughout its length and at its ends and having its free longitudinal edges spaced apart throughout its length and also having at its underside and at opposite sides of the said longitudinal space serrations disposed at acute angles to the length of the space, for the purpose set forth.

Description

W. F. PALMER.
CROSSTIE- APPLICATION man JAN. 13. 1920. o r g 3, WT
&
.Z? I 10 J0 J 18 17 J7 p26 if .Z
i I 12 E23 J WITNESS: y v 1 INVENTOR. W I? Palmer 71%? ATTORNEY.
UNITED STATES WILLIAM F. PALMER, 0F CHARLESTON, WEST VIRGINIA CROSSTIE.
Specification of Letters Patent.
Patented Aug. 23, 1921.
Application filed January 13, 1920. Serial No. 351,191.
To all whom it may concern:
Be it known that I, WILLIAM FRANKLIN PALMER, a citizen of the United States, residing at Charleston, in the county of Kanawha and State of West Virginia, have invented new and useful Improvements in Crossties, of which the following is a specification.
The object of the invention is to provide a simple inexpensive and eflicient cross tie for railroads, as a substitute for the wooden ties now commonly used, without dispensing with the resiliency which constitutes one of the main advantages of the use of wooden ties and has heretofore been practically unobtainable in ties constructed of any other material, and with this and related objects in'view the invention consists in a construction and combination of parts of which a preferred embodiment is shown in the drawing, wherein:
Figure 1 is a plan view of the improved tie.
' Fig. 2 is a side view of the same.
Fig. 3 is a bottom plan view.
Fig. 4 is a transverse sectional view taken in the plane indicated by the line 4-4 of Fig. 1.
The tie which is indicated at 10 is hollow and is of cross sectional quadrangular form representing exteriorly the surface of an ordinary wooden tie and formed of a flat sheet of metal of suiiicient gage or thickness folded upon longitudinal lines to form upper and lower side angles 11 and 12 with the edges of the blank asshown at 13, unconnected and located on parallel approximately contacting lines at the center of the bottom of the tie, the under surfaces of the portions of the plate adjacent to said free edges being serrated or roughened as indicated at 14. Manifestly in virtue of the serrations 14 being disposed at acute angles to the longitudinal center of the tie, and the longitudinal central opening in the bottom wall of the tie extending throughout the length of the tie, the springy quality of the tie is enabled to assist the serrations 14 in holding the tie against casual or accidental shifting either endwise or laterally. In connection with a tie of this construction the rail 15 may be secured in place by a. rail clamp 16 secured to the upper wall of the tie by means of bolts 17 and a corresponding clamp 18 which is preferably extended as shown at 19 to form a tread brace and is secured in place by bolts 20. These bolts by which the rail fastening means are held in place extend through from ,the hollow interior of the tie where they are accessible at any time for replacement, and obviously a tie of this construction may be substituted for the ordinary wooden tie, the dimensions thereof being substantially. the same as the regulation or standard tie, and the clamping thereof in the course of setting the same being accomplished in the same manner as in the ordinary wooden tie, and the roughened lower surface thereof will serve to prevent creeping or. displacement while the fact that the edges of the blank forming the tie are unconnected, will give the tie the resilience or spring action in use which is analogous to if not identical with that of the ordinary wooden tie.
Moreover as the tie is open from end to end being hollow throughout, the washing away of a road bed or of the ballast in the event of a freshet or heavy rain fall or overflow of a river. 1s minimized inasmuch as each tie constitutes a culvert which will permit the water to flow freely through the roadbed without disturbing the ballast and therefore without interfering with the setting of the ties.
- What is claimed is:
The herein described railway tie formed from a single blank of resilient sheet metal, reduced to rectangular form in cross section and open throughout its length and at its ends and having its free longitudinal edges spaced apart throughout its length and also having at its underside and at opposite sides of the said longitudinal space serrations disposed at acute angles to the length of the space, for the purpose set forth.
In testimony whereof I afiix my si nature.
WILLIAM F. PALIIER.
US351191A 1920-01-13 1920-01-13 Crosstie Expired - Lifetime US1388751A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US351191A US1388751A (en) 1920-01-13 1920-01-13 Crosstie

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US351191A US1388751A (en) 1920-01-13 1920-01-13 Crosstie

Publications (1)

Publication Number Publication Date
US1388751A true US1388751A (en) 1921-08-23

Family

ID=23379949

Family Applications (1)

Application Number Title Priority Date Filing Date
US351191A Expired - Lifetime US1388751A (en) 1920-01-13 1920-01-13 Crosstie

Country Status (1)

Country Link
US (1) US1388751A (en)

Similar Documents

Publication Publication Date Title
US1388751A (en) Crosstie
US1042255A (en) Railway road-bed.
US939343A (en) Metallic railway-tie.
US1373356A (en) Metallic railroad-tie and fastener
US1842407A (en) Railroad tie
US1962533A (en) Tie plate and rail holder
US1364067A (en) Metallic railway crosstie and rail-fastening
US1126110A (en) Railroad-tie.
US1441954A (en) Metal tie
US1392398A (en) William a
US1555436A (en) Railway-tie plate
US1517124A (en) Rail joint
US1443025A (en) Tie
US1028432A (en) Railway-tie and fastener.
US1014948A (en) Railway-tie and fastener.
US1033298A (en) Railroad-tie.
US1730709A (en) Railroad-grade-crossing unit
US1728593A (en) Tie and rail fastener
US1214339A (en) Railroad-tie.
US1132354A (en) Tie for railway-rails.
US1411319A (en) Railroad tie and brace plate
US991420A (en) Concrete railroad-tie.
US1200147A (en) Rail-attaching means.
US1383954A (en) Railroad-tie
US995541A (en) Railway-tie.