US966836A - Method of laying railway-tracks. - Google Patents

Method of laying railway-tracks. Download PDF

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Publication number
US966836A
US966836A US49447809A US1909494478A US966836A US 966836 A US966836 A US 966836A US 49447809 A US49447809 A US 49447809A US 1909494478 A US1909494478 A US 1909494478A US 966836 A US966836 A US 966836A
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United States
Prior art keywords
spikes
rail
tracks
spike
screw
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US49447809A
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Henry W Jacobs
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Individual
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Priority to US49447809A priority Critical patent/US966836A/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/24Fixing or removing detachable fastening means or accessories thereof; Pre-assembling track components by detachable fastening means
    • E01B29/26Fixing or removing detachable fastening means or accessories thereof; Pre-assembling track components by detachable fastening means the fastening means being spikes

Definitions

  • My invention relates to an improvement in methods of laying railway tracks.
  • the object of my invention is to construct railway tracks with a minimum of size and weight and a maximum of strength for the parts.
  • the object of my invention is to insert spikes in railway ties in such a manner that a rail will always exert exactly the same lateral and vertical pressure upon each spike driven adjacent thereto.
  • my method by using screw-spikes which are screwed into the tie either ata central plant, or when in position upon the road bed, a measured distance from the center of the rail, or a measured distance from the spike on the other side of the rail. Furthermore, I insert the screw-spikes in such a manner that they are all driven a given and unvarying distance into the tie.
  • One method of accomplishing the latter result is to screw the spikes into the tie by means of a friction screw driver.
  • the friction screw driver to which I refer may be of any type, except that it should operate under the principle that whena spike which is being screwed into a tie has been driven with a given pressure, the holding member of the friction screw driver will cease to be turned by the driving means, thereby permitting the screw-spike to come to rest.
  • a rail when laid in this manner will exert exactly the same pressure upon each and every spike adjacent thereto.
  • the edge of the rail is retained in position by the simultaneous holding efi'ect of each and every spike. The same is true in the case of vertical pressures.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Tires In General (AREA)

Description

UNITED STATES PATENT OFFICE.
HENRY W. JACOBS, OF IOP EKA, KANSAS.
METHOD OF LAYING RAILWAY-TRACKS.
No Drawing.
To all whom it may concern:
Be it known that I, HENRY W. JAcoBs, of Topeka, in the county of Shawnee, and in the State of Kansas, have invented a certain new and useful Improvement in Methods of Laying Railway-Tracks, and do hereby cleclare that the following is "a full, clear, and exact description thereof.
My invention relates to an improvement in methods of laying railway tracks.
The object of my invention is to construct railway tracks with a minimum of size and weight and a maximum of strength for the parts.
More particularly, the object of my invention is to insert spikes in railway ties in such a manner that a rail will always exert exactly the same lateral and vertical pressure upon each spike driven adjacent thereto.
Under the present methods of driving railway spikes, no special care is taken to drive each spike exactly the same distance into the tie as any other spike, nor is any particular care taken to place each spike exactly the same distance from the rail. As a result, the rail exerts a greater pressure either laterally or vertically against a few of the spikes which hold it in position. Consequently, when an excessive pressure is placed upon the rail in either of the two directions mentioned some particular spike is bent, broken or loosened. In some instances the head becomes partially or entirely sheared ofi. At times these particular spikes, when subjected to an excessive vertical pressure, are loosened in their sockets to such an extent that they do not operate to hold the rail in position at all in a vertical direction. In the case where screw spillrles are used, the fibers of the tie holding sue thereby destroying entirely the efficacy of the screw-threads in holding the spikes in position. When a few such spikes have become loosened, it is. only a matter of time when the entire rail will become freed from its proper position, resulting ofttimes in the wrecking of trains.
By my method I obviate these difliculties and disadvantages. Preferably I carry out Specification of Letters Patent.
Application filed. May 6, 1909. Serial No. 494,478.
a spike in position will become torn,-
my method by using screw-spikes which are screwed into the tie either ata central plant, or when in position upon the road bed, a measured distance from the center of the rail, or a measured distance from the spike on the other side of the rail. Furthermore, I insert the screw-spikes in such a manner that they are all driven a given and unvarying distance into the tie. One method of accomplishing the latter result is to screw the spikes into the tie by means of a friction screw driver. The friction screw driver to which I refer may be of any type, except that it should operate under the principle that whena spike which is being screwed into a tie has been driven with a given pressure, the holding member of the friction screw driver will cease to be turned by the driving means, thereby permitting the screw-spike to come to rest. A rail when laid in this manner will exert exactly the same pressure upon each and every spike adjacent thereto. In case an unusual lateral pressure is exerted upon the rail, the edge of the rail is retained in position by the simultaneous holding efi'ect of each and every spike. The same is true in the case of vertical pressures.
It will be seen that by this method much larger rails and heavier loads can be used than in the case where spikes of the same size are not driven with the uniformity referred to. It follows, furthermore, that trains can be operated with higher speeds upon such rails than would be the case with rails held by spikes of the same size, although not driven in exactly the same relative positions in the ties. Again, where spikes of the present size are being driven irregularly, as is customary, to hold a rail of a given weight in place to carry a load of a given weight and at a certain speed, the same spikes when driven uniformly by my method will be capable of holding in position a much heavier rail carrying heavier loads and at higher speeds.
While I have described my invention above in detail, I wish it to be understood .that many changes may be made therein without departing from the spirit of my invention.
Patented Aug. 9, 1910. a
I claim fi- I In testimony that I claim the foregoing I The process Whif3h comprises placing a have hereunto set my hand. rail u on a serieso ties, and then securing I the safne in position by a plurality of screw HENRY JACOBS 5 spikes, each of Which is driven with the Witnesses:
same pressure by means of a friction screW- FRANK MI'rcI-IELL,
driver. WM. J. LEIGHTY.
US49447809A 1909-05-06 1909-05-06 Method of laying railway-tracks. Expired - Lifetime US966836A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US49447809A US966836A (en) 1909-05-06 1909-05-06 Method of laying railway-tracks.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US49447809A US966836A (en) 1909-05-06 1909-05-06 Method of laying railway-tracks.

Publications (1)

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US966836A true US966836A (en) 1910-08-09

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US49447809A Expired - Lifetime US966836A (en) 1909-05-06 1909-05-06 Method of laying railway-tracks.

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