US1866759A - Rolled steel welded paving chock - Google Patents

Rolled steel welded paving chock Download PDF

Info

Publication number
US1866759A
US1866759A US559563A US55956331A US1866759A US 1866759 A US1866759 A US 1866759A US 559563 A US559563 A US 559563A US 55956331 A US55956331 A US 55956331A US 1866759 A US1866759 A US 1866759A
Authority
US
United States
Prior art keywords
paving
chock
rolled steel
steel welded
comprised
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
US559563A
Inventor
John S Duryea
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 US559563A priority Critical patent/US1866759A/en
Application granted granted Critical
Publication of US1866759A publication Critical patent/US1866759A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00Special pavings; Pavings for special parts of roads or airfields
    • E01C9/06Pavings adjacent tramways rails ; Pavings comprising railway tracks

Definitions

  • This invention relates to paving chocks for railway track structures.
  • paving chocks have been comprised of cast materials and consequently must be specially cast to fit in any specific track structure
  • Such cast paving chocks are heavy, cumbersome and not particularly strong.
  • One of the objects of this invention is to provide a relatively light, strong and durable paving chock for railway track structures.
  • Another object is to provide a paving chock comprised of material that can be adapted or shaped to special sizes and dimensions.
  • Another object is to facilitate the assembly of railway track structures.
  • a novel type of paving chock comprised of rolled steel material, including a plate member, which may be shaped or cut to fit in any desired position in the railway structure, and supported therein by associated rolled steel bracing or supporting members welded thereto.
  • the rolled sheet steel plate is preferably provided upon one face with a series of corrugations or raised portions adapted to provide traction facilities.
  • FIG. 1 is a plan view of the top of a railway track structure incorporating the paving chock of the present invention
  • Fig. 2 is a side elevational view of the paving chock structure of the present invention.
  • Fig. 8 is a section view taken along plane 33, Fig. 1.
  • Fig. 4 is a sectional view taken along plane H, Fig. 2.
  • the railway track structure shown comprises a switch rail base including converging rails 1 and 2 supported upon a railway road bed in the customary manner, and a paving chock 3 disposed between the rails in such manner as to bring the surface level of the track structure to that of the rail face.
  • Paving chock 3 is comprised of a sheet metal plate (identified by numeral 3) rolled to the desired thickness and provided upon one (upper) surface with a series of corrugations or offset portions 4, as indicated for the purpose of giving traction to persons or articles traversing the same.
  • Support or bracing means to retain the plate 3 in position in the railway track structure comprising similar rolled sheet metal parts or sections 5 and 6 adapted to bridge the gap between the rails in the manner indicated and to be supported by the rail base 7 If necessary a longitudinal beam 8 may also be provided for support purposes.
  • the entire assembly of support and plate members is welded together to form a unitary structure as indicated at 9 which may be readily placed in position in the railroad track structure.
  • the welded paving chock 7 assembly is of suflicient weight and mass in larger sizes to be retained in position without the provision of locking means. In small units means to restrain the chock from lateral displacement may be employed.
  • lVhat I claim is 1.
  • a paving chock comprised of rolled sheet materials welded together to form a unitary structure.
  • a paving s5 chock comprised of a rolled sheet metal plate, brace and support members therefor, welded together to form a unitary structure.
  • a railway paving chock assembly comprised of a rolled sheet metal plate member
  • brace and support members therefor, adapted to engage and to be supported by a railway track structure, said plate and supporting members being welded together to form a unitary structure.
  • a railway paving chock assembly comprised of a rolled sheet metal plate member having one face thereof corrugated to give a traction surface, brace and supporting members therefor adapted to be supported by the elements of a railway track structure, said plate and supporting members being welded together to form a unitary structure.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)

Description

July 12, 1932. J 5, DURYEA 1,866,759
ROLLED STEEI; WELDED PAVING CHUCK Filed 1951 INVENTOR BY '8 ATTORNEYS 124.4% M
Patented July 12, 1932 UNITED STATES PATENT OFFICE ROLLED STEEL WELDED PAVING- CHOCK Application filed August 26, 1931. Serial No. 559,563.
This invention relates to paving chocks for railway track structures. Heretofore paving chocks have been comprised of cast materials and consequently must be specially cast to fit in any specific track structure Such cast paving chocks are heavy, cumbersome and not particularly strong.
One of the objects of this invention is to provide a relatively light, strong and durable paving chock for railway track structures.
Another object is to provide a paving chock comprised of material that can be adapted or shaped to special sizes and dimensions.
Another object is to facilitate the assembly of railway track structures.
Other objects and advantages will become apparent as the invention is more fully disclosed.
In accordance with the objects of the present invention I have devised a novel type of paving chock comprised of rolled steel material, including a plate member, which may be shaped or cut to fit in any desired position in the railway structure, and supported therein by associated rolled steel bracing or supporting members welded thereto. The rolled sheet steel plate is preferably provided upon one face with a series of corrugations or raised portions adapted to provide traction facilities.
Before further disclosing the present invention reference should be made to the accompanying drawing, wherein- Fig. 1 is a plan view of the top of a railway track structure incorporating the paving chock of the present invention;
Fig. 2 is a side elevational view of the paving chock structure of the present invention.
Fig. 8 is a section view taken along plane 33, Fig. 1.
Fig. 4 is a sectional view taken along plane H, Fig. 2.
Referring to Fig. 1, the railway track structure shown comprises a switch rail base including converging rails 1 and 2 supported upon a railway road bed in the customary manner, and a paving chock 3 disposed between the rails in such manner as to bring the surface level of the track structure to that of the rail face.
Paving chock 3 is comprised of a sheet metal plate (identified by numeral 3) rolled to the desired thickness and provided upon one (upper) surface with a series of corrugations or offset portions 4, as indicated for the purpose of giving traction to persons or articles traversing the same.
Support or bracing means to retain the plate 3 in position in the railway track structure are provided comprising similar rolled sheet metal parts or sections 5 and 6 adapted to bridge the gap between the rails in the manner indicated and to be supported by the rail base 7 If necessary a longitudinal beam 8 may also be provided for support purposes. The entire assembly of support and plate members is welded together to form a unitary structure as indicated at 9 which may be readily placed in position in the railroad track structure. The welded paving chock 7 assembly is of suflicient weight and mass in larger sizes to be retained in position without the provision of locking means. In small units means to restrain the chock from lateral displacement may be employed.
It is apparent that many modifications of the specific embodiment disclosed herein may be made without departing essentially from the nature and scope of the present invention as may be set forth in the following claims.
lVhat I claim is 1. In railway track structures a paving chock comprised of rolled sheet materials welded together to form a unitary structure.
2. In railway track structures a paving s5 chock comprised of a rolled sheet metal plate, brace and support members therefor, welded together to form a unitary structure.
8. A railway paving chock assembly comprised of a rolled sheet metal plate member,
brace and support members therefor, adapted to engage and to be supported by a railway track structure, said plate and supporting members being welded together to form a unitary structure.
4. A railway paving chock assembly comprised of a rolled sheet metal plate member having one face thereof corrugated to give a traction surface, brace and supporting members therefor adapted to be supported by the elements of a railway track structure, said plate and supporting members being welded together to form a unitary structure.
In witness whereof I have hereunto signed my name.
JOHN S. DURYEA.
US559563A 1931-08-26 1931-08-26 Rolled steel welded paving chock Expired - Lifetime US1866759A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US559563A US1866759A (en) 1931-08-26 1931-08-26 Rolled steel welded paving chock

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US559563A US1866759A (en) 1931-08-26 1931-08-26 Rolled steel welded paving chock

Publications (1)

Publication Number Publication Date
US1866759A true US1866759A (en) 1932-07-12

Family

ID=24234068

Family Applications (1)

Application Number Title Priority Date Filing Date
US559563A Expired - Lifetime US1866759A (en) 1931-08-26 1931-08-26 Rolled steel welded paving chock

Country Status (1)

Country Link
US (1) US1866759A (en)

Similar Documents

Publication Publication Date Title
US1770932A (en) Method of strengthening structural members under load
US1866759A (en) Rolled steel welded paving chock
US1906634A (en) Method and means of renewing column bases
USRE23180E (en) Wheel stop
US2471167A (en) Railroad-highway crossing construction
US2076338A (en) Railway crossing
US1387184A (en) Roadbed construction
US1415187A (en) Pleasure-railway structure
US835062A (en) Railroad-rail.
US1406652A (en) Rail brace
US1645514A (en) Railroad tie
US1018801A (en) Railroad-tie.
US1163105A (en) Means for lowering and removing locomotive-wheels.
US1838784A (en) Tie spacer for railroad and like bridges
US920689A (en) Rail-base and metal cross-tie for railway-tracks.
US1766367A (en) Railway-roadbed construction
US3296433A (en) Rerailing platform for railway turnout switches
US1462344A (en) Guard rail
US167A (en) Tjbi emmons
US1545089A (en) Supplemental rail tread
US1096348A (en) Bridge costruction.
US1660604A (en) Railway-track construction
US1562088A (en) Railway tie
US1231427A (en) Metallic railroad-tie.
US1651106A (en) Railroad tie