US1467842A - Railway crossing - Google Patents

Railway crossing Download PDF

Info

Publication number
US1467842A
US1467842A US506390A US50639021A US1467842A US 1467842 A US1467842 A US 1467842A US 506390 A US506390 A US 506390A US 50639021 A US50639021 A US 50639021A US 1467842 A US1467842 A US 1467842A
Authority
US
United States
Prior art keywords
crossing
blocks
rails
crossings
ties
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
US506390A
Inventor
Daley William
Daley John
Daley Joseph
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 US506390A priority Critical patent/US1467842A/en
Application granted granted Critical
Publication of US1467842A publication Critical patent/US1467842A/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
    • E01C9/04Pavings for railroad level-crossings

Definitions

  • VVrL-Lmn DALEZ citizens of the United States, residing, at Bolitar, in the county of 'l uscarawas and State of Ohio, have invented a new and useful Railway Crossing. of which the tollowingis a speck 'lication.
  • This invention relates to railway crossings and more particularly to a crossing tormed'o't a plurality of cement or similar blocks.
  • Crossings of this character are always considerably damaged when it is necessary to tear up and re-lay the same, the spikes which. connect the planks to the ties cannot be withdrawn without splitting or otherwise d ainagin e' the planks, and as it is frequently necessary to tear up crossings in order to keep the track in repair, the cost of niain taining plank crossings is quite high. Con siderable time and labor are also required to install and maintain plank crossings.
  • Solid cement or concrete crossings as well brick crossings are sometimes used at the intersection of a railroad track and a paved street or road, but besides being expensive to install and maintain, crossings of this character have proven unsatisfactory, as they form a hard spot in the track, frequently causing the rails to break when they are subjected to a heavy load; while the passing of trains, as well as frost, cause the bricks to wear loose or break.
  • the objects of the present invention are to provide a railway crossing which is more durable than a plank crossing, and which overcomes the objections to a solid concrete or block crossing and which is so constructed that it can be torn up and re-laid easily and cheaply and without danger of injury to the crossing; the crossing being so constructed that it may be laid directly on the ties and will not interfere with the natural wave motion of the rails or be ailected by movement in the bed of the track produced by excessive loads or frost.
  • the invention consists in the construction and arrangement of parts. hereinafter described and illustrated in the accompanying drav-ring, it being Serial 0. 506,390.
  • the usual track ties are indicated in the drawing at l, and the rails at 2, it being understood that both oi these parts are of the usual construction.
  • the crossing is composed of the inner blocks 3 and the outer blocks 4:, all of which are formed of cement or the like and are of suitable height to register with the top of the rails.
  • Each of the inner blocks 3 is of a length substantially equal to one-half the distance between the rails, the abutting ends of said blocks being straight as shown at 41*, while the outer ends are cut away at the top and bottom, forming; the reduced. extension 5 ar ranged to engage the web of the rail and being cut away sufiiciently at the top and bottom to prevent the same from contacting with the ball of the rail or base flange as best shown at Fig. 3, thus allowing the rail to settle under a heavy weight without resting upon the block, and permitting the usual angle bars to be used at rail joints, allowing the rail to spring up and down without engaging the block.
  • Each of the outer blocks 4 is provided with a sinular reduced portion 6 cut away below the ball of t 1e rail and above the base flange of the rail and provided with a groove 7 which allows the outer edge of the wheel of an engine or car to extend outwardly beyond the ball of the rail without engaging the block.
  • Certain of the inner blocks 3 are provided at their inner ends with the vertical grooves 8 to permit the insertion of a hook in order that the block may be hoisted up when it is necessari to make repairs upon the crossing.
  • Curved or tapered blocks, such as the quarter round blocks 9 are preferably provided lit) along each side of the crossing resting upon the adjacent ties into which spikes 10 are driven to prevent lateral movement of the blocks comprising the crossing.
  • a crossing may be easily and quickly built up from blocks such-as above described, the crossing thus produced being free from the objections which are common to the'usual forms of crossings.
  • a railway crossing comprising in combination With ties and rails, a plurality of blocks loosely mounted upon the ties upon each side of the rails, the blocks being of a suflicient width to span two adjacent ties, each of the blocks between the rails being of sutiicient length to span half of the dis tance between the rails, each block being provided upon the end adjacent to the rails with a reduced extension of sufficient length to permit contact with the webs only of the rails and vertical grooves upon the contacting edges of the blocks between the rails to permit the insertion of a tool. "for removing the blocks.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)

Description

Sep&. 111, 1923.
W. DALEY ET AL RAILWAY CROSSING Filed Oct. 8, 1921 1' Patented crept. ll,
1 r W P. P1; U a all.
A ND DA.
4 l K I. r it t. as
LE, 0.7-3 BOLKVAE, OHIU.
To all whom it may canoe m lle it known that we, VVrL-Lmn DALEZ,' Joni: DAIJCY, and .losicrir DALEY, citizens of the United States, residing, at Bolitar, in the county of 'l uscarawas and State of Ohio, have invented a new and useful Railway Crossing. of which the tollowingis a speck 'lication.
This invention relates to railway crossings and more particularly to a crossing tormed'o't a plurality of cement or similar blocks.
The crossings now in general use through the country, are composed of heavy planks which are mounted upon the ties and fixed thereto by spikes.
Crossings of this character are always considerably damaged when it is necessary to tear up and re-lay the same, the spikes which. connect the planks to the ties cannot be withdrawn without splitting or otherwise d ainagin e' the planks, and as it is frequently necessary to tear up crossings in order to keep the track in repair, the cost of niain taining plank crossings is quite high. Con siderable time and labor are also required to install and maintain plank crossings.
Solid cement or concrete crossings as well brick crossings are sometimes used at the intersection of a railroad track and a paved street or road, but besides being expensive to install and maintain, crossings of this character have proven unsatisfactory, as they form a hard spot in the track, frequently causing the rails to break when they are subjected to a heavy load; while the passing of trains, as well as frost, cause the bricks to wear loose or break.
The objects of the present invention are to provide a railway crossing which is more durable than a plank crossing, and which overcomes the objections to a solid concrete or block crossing and which is so constructed that it can be torn up and re-laid easily and cheaply and without danger of injury to the crossing; the crossing being so constructed that it may be laid directly on the ties and will not interfere with the natural wave motion of the rails or be ailected by movement in the bed of the track produced by excessive loads or frost.
With these objects in View, the invention consists in the construction and arrangement of parts. hereinafter described and illustrated in the accompanying drav-ring, it being Serial 0. 506,390.
Similar numerals indicate corresponding parts throughout the drawing.
The usual track ties are indicated in the drawing at l, and the rails at 2, it being understood that both oi these parts are of the usual construction. The crossing is composed of the inner blocks 3 and the outer blocks 4:, all of which are formed of cement or the like and are of suitable height to register with the top of the rails.
Each of the inner blocks 3 is of a length substantially equal to one-half the distance between the rails, the abutting ends of said blocks being straight as shown at 41*, while the outer ends are cut away at the top and bottom, forming; the reduced. extension 5 ar ranged to engage the web of the rail and being cut away sufiiciently at the top and bottom to prevent the same from contacting with the ball of the rail or base flange as best shown at Fig. 3, thus allowing the rail to settle under a heavy weight without resting upon the block, and permitting the usual angle bars to be used at rail joints, allowing the rail to spring up and down without engaging the block.
Each of the outer blocks 4: is provided with a sinular reduced portion 6 cut away below the ball of t 1e rail and above the base flange of the rail and provided with a groove 7 which allows the outer edge of the wheel of an engine or car to extend outwardly beyond the ball of the rail without engaging the block.
Certain of the inner blocks 3 are provided at their inner ends with the vertical grooves 8 to permit the insertion of a hook in order that the block may be hoisted up when it is necessari to make repairs upon the crossing. Curved or tapered blocks, such as the quarter round blocks 9 are preferably provided lit) along each side of the crossing resting upon the adjacent ties into which spikes 10 are driven to prevent lateral movement of the blocks comprising the crossing.
It will thus be seen that a crossing may be easily and quickly built up from blocks such-as above described, the crossing thus produced being free from the objections which are common to the'usual forms of crossings.
It Wlll also be evident that this crossing may be easily torn down and repaired Without danger of damaging the same, While no hard spots are formed in the rails and the iatural wave motion of the rails is not affect. cd or interfered with either by movement in the bed produced. by a passing train or by frost.
Although the drawings and above specification disclose the best mode in which we have contemplated embodying our invention,
circumstances require or experience suggests, Without departing from the spirit of the invention, Within the scope of the appended claim.
We claim A railway crossing comprising in combination With ties and rails, a plurality of blocks loosely mounted upon the ties upon each side of the rails, the blocks being of a suflicient width to span two adjacent ties, each of the blocks between the rails being of sutiicient length to span half of the dis tance between the rails, each block being provided upon the end adjacent to the rails with a reduced extension of sufficient length to permit contact with the webs only of the rails and vertical grooves upon the contacting edges of the blocks between the rails to permit the insertion of a tool. "for removing the blocks.
In testimony that we claim the above, We have hereunto subscribed our names.
WILLIAM DALEY. JOHN DALEY. JOSEPH DALEY.
US506390A 1921-10-08 1921-10-08 Railway crossing Expired - Lifetime US1467842A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US506390A US1467842A (en) 1921-10-08 1921-10-08 Railway crossing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US506390A US1467842A (en) 1921-10-08 1921-10-08 Railway crossing

Publications (1)

Publication Number Publication Date
US1467842A true US1467842A (en) 1923-09-11

Family

ID=24014374

Family Applications (1)

Application Number Title Priority Date Filing Date
US506390A Expired - Lifetime US1467842A (en) 1921-10-08 1921-10-08 Railway crossing

Country Status (1)

Country Link
US (1) US1467842A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4641779A (en) * 1984-05-10 1987-02-10 Brien Terrence X O Concrete grade crossing system
US5464152A (en) * 1994-01-07 1995-11-07 Pacific International Pipe Enterprises, Inc. Method and apparatus for electrically isolating a rail in a precast concrete grade crossing
US5988519A (en) * 1997-11-18 1999-11-23 Pacific International Pipe Enterprises, Inc. Precast concrete curved grade crossing with restraining rail

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4641779A (en) * 1984-05-10 1987-02-10 Brien Terrence X O Concrete grade crossing system
US5464152A (en) * 1994-01-07 1995-11-07 Pacific International Pipe Enterprises, Inc. Method and apparatus for electrically isolating a rail in a precast concrete grade crossing
US5988519A (en) * 1997-11-18 1999-11-23 Pacific International Pipe Enterprises, Inc. Precast concrete curved grade crossing with restraining rail

Similar Documents

Publication Publication Date Title
US1467842A (en) Railway crossing
US2137566A (en) Railway crossing
US1191561A (en) Railway-crossing.
US717845A (en) Railroad-rail.
US1547600A (en) Paving construction
US1275321A (en) Foot or road crossing.
US1613850A (en) Crossing pavement
US1548057A (en) Railway grade crossing
US1339046A (en) Concrete rail and track
US1848604A (en) Railway highway crossing
US1459168A (en) Crosstie
US1996574A (en) Flangeway guard
US897100A (en) Railway-tie.
US1696662A (en) Railroad crosstie
US1608414A (en) Rail fastener
US973904A (en) Railroad-crossing.
US831782A (en) Railroad-crossover.
US1651723A (en) Rail-connecting device
US1766367A (en) Railway-roadbed construction
US1498736A (en) Paving device
US777434A (en) Rail-joint.
US1742554A (en) Railroad cross-pavement construction
US2703205A (en) Rail joint assembly
US1488277A (en) Rail joint
US747460A (en) Railway-track.