US1044396A - Anticreeping tie-plate. - Google Patents

Anticreeping tie-plate. Download PDF

Info

Publication number
US1044396A
US1044396A US6380?911A US1911638039A US1044396A US 1044396 A US1044396 A US 1044396A US 1911638039 A US1911638039 A US 1911638039A US 1044396 A US1044396 A US 1044396A
Authority
US
United States
Prior art keywords
plate
tie
rail
shoulder
anticreeping
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
US6380?911A
Inventor
Charles M Kipp
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 US6380?911A priority Critical patent/US1044396A/en
Application granted granted Critical
Publication of US1044396A publication Critical patent/US1044396A/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
    • E01B13/00Arrangements preventing shifting of the track
    • E01B13/02Rail anchors

Definitions

  • railway tie plates of that class which are interposed between the base of the rail and the tie or other substructure.
  • the object of the invention is to provide such a plate with simple and efficient means -for preventing the longitudinal movement or creeping of the rail over the tie plate and substructure and to force the rail base into close frictional contact with the tie late.
  • Figure 1 represents a top-plan view of the tie plate constructed in accordance with this invention
  • Fig. 2 is a transverse section thereof showing the plate applied.
  • This improved anti railcreeping means may be applied to any shouldered tie plate 1, such as are in general use and which are provided with a longitudinallyextending shoulder 2 at the outer side to revent the rail from shearing or cutting 0 the heads of the securing spikes.
  • These plates 1 are 7 also provided with the usual spike holes 3 .to-receive spikes for securing the plates to the supporting structure.
  • the t1e plate 1 to which this invention is applied preferably has its shoulder 2 formed one-sixteenth of an inch wider than the corresponding shoulder of the ordinary tie plate and said shoulder is constructed of very hard steel much harder than that from which the rail is formed.
  • shoulder 2 is provided with a plurality of teeth 4 which are not out through the shoulder at'their upperends and the lower faces 5 of the teeth 4 are inclined downwardly and inwardly from their free ends to their base as is shown clearl in Fig.2 and when the teeth are forced lnto the rail flange by a blow with a hammer or other means the inclined under face of the teeth will force the rail downwardly into close frictional engagement with the tie plate thereby performing the double function of holding the rail against longitudinal movement relatively to the plate and as means for clamping the rail to the plate.
  • biting teeth at are adapted to be wedged into the space between the shoulder 2 of the tie plate 1 and adjacent edge of the base'of the rail, as shown in Fig. 2, whereby the rail is not only prevented from creeping, but a wedge is formed for bindingly engaging the parts thus assembled.
  • a combination tie plate having a longitudinally extending shoulder forming one edge of said plate, and an extending lip with overhanging biting teeth forming the opposite edge of said plate, which teeth are deflected into and completely fill the space between the edge of the rail and tie plate provided with said lip, whereby the said. rail is prevented from creeping and is bindingly clamped in respect to the tie plate.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Holders For Apparel And Elements Relating To Apparel (AREA)
  • Railway Tracks (AREA)
  • Package Frames And Binding Bands (AREA)

Description

. G. M. PP ANTIGREBPI TIE PLATE APPLICATION FILED. JULY 11. 1911.
, 1,04 ,39 Patented Nov 12,1912.-
4 3-11 va n l'oz %*WLQO 0e 0 v Mew jw'm UNITED STATES PATENT OFFICE.
CHARLES M. KIPP, F MARYSVILLE, CALIFORNIA.
ANTICREEPING TIE-PLATE.
Specification of Letters Patent.
Application filed July 11, 1911.
Patented Nov. 12, 1912. Serial No. 638,039.
To all whom it may concern:
Be it known that I, CHARLES M. KIPP, a citizen of the United States of America, and
a resident of the city of Marysville, in the county of Yuba and State of California,
railway tie plates of that class which are interposed between the base of the rail and the tie or other substructure.
The object of the invention is to provide such a plate with simple and efficient means -for preventing the longitudinal movement or creeping of the rail over the tie plate and substructure and to force the rail base into close frictional contact with the tie late.
With this and other objects in wow the invention consists of certain novel features of construction, and the combination and arrangement of parts as will be more fully described and claimed;
In the accompanying drawings; Figure 1 represents a top-plan view of the tie plate constructed in accordance with this invention; Fig. 2 is a transverse section thereof showing the plate applied.
This improved anti railcreeping means may be applied to any shouldered tie plate 1, such as are in general use and which are provided with a longitudinallyextending shoulder 2 at the outer side to revent the rail from shearing or cutting 0 the heads of the securing spikes.- These plates 1 are 7 also provided with the usual spike holes 3 .to-receive spikes for securing the plates to the supporting structure.
The t1e plate 1 to which this invention is applied preferably has its shoulder 2 formed one-sixteenth of an inch wider than the corresponding shoulder of the ordinary tie plate and said shoulder is constructed of very hard steel much harder than that from which the rail is formed. This widened Copies of this patent may be obtained for shoulder 2 is provided with a plurality of teeth 4 which are not out through the shoulder at'their upperends and the lower faces 5 of the teeth 4 are inclined downwardly and inwardly from their free ends to their base as is shown clearl in Fig.2 and when the teeth are forced lnto the rail flange by a blow with a hammer or other means the inclined under face of the teeth will force the rail downwardly into close frictional engagement with the tie plate thereby performing the double function of holding the rail against longitudinal movement relatively to the plate and as means for clamping the rail to the plate.
As clearly shown, the biting teeth at are adapted to be wedged into the space between the shoulder 2 of the tie plate 1 and adjacent edge of the base'of the rail, as shown in Fig. 2, whereby the rail is not only prevented from creeping, but a wedge is formed for bindingly engaging the parts thus assembled.
It will thus be obvious that a plate constructed as above described will reliably and efiiciently engage and hold a rail and the shoulder 2 thereof will prevent the rail flange from cutting off the heads of the securing spikes in the usual manner.
- I claim as my invention;
A combination tie plate having a longitudinally extending shoulder forming one edge of said plate, and an extending lip with overhanging biting teeth forming the opposite edge of said plate, which teeth are deflected into and completely fill the space between the edge of the rail and tie plate provided with said lip, whereby the said. rail is prevented from creeping and is bindingly clamped in respect to the tie plate.
' CHARLES M. KIPP."
Witnesses:v I
N 0. Brass, EMMA F. KIPP.
five cents each, by addressing the Commissioner of Patents,
Washington, D. 0.
provided
US6380?911A 1911-07-11 1911-07-11 Anticreeping tie-plate. Expired - Lifetime US1044396A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US6380?911A US1044396A (en) 1911-07-11 1911-07-11 Anticreeping tie-plate.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US6380?911A US1044396A (en) 1911-07-11 1911-07-11 Anticreeping tie-plate.

Publications (1)

Publication Number Publication Date
US1044396A true US1044396A (en) 1912-11-12

Family

ID=3112670

Family Applications (1)

Application Number Title Priority Date Filing Date
US6380?911A Expired - Lifetime US1044396A (en) 1911-07-11 1911-07-11 Anticreeping tie-plate.

Country Status (1)

Country Link
US (1) US1044396A (en)

Similar Documents

Publication Publication Date Title
US1081702A (en) Concrete railway-tie.
US836425A (en) Tie-plate.
US553626A (en) Charles platz
US350665A (en) Thomas a
US1073212A (en) Compound rail.
US751511A (en) Tie-plate
US487642A (en) Railway-tie and rail-fastener
US792633A (en) Railway-rail joint and chair.
USRE13407E (en) Assionob to the national malleable
US1100926A (en) Track-anchor.
US482796A (en) Rail-joint
US909692A (en) Rail-anchor.
US362723A (en) Rail-splice
US1031969A (en) Rail-anchor.
US846281A (en) Tie-plate.
US1084035A (en) Rail-fastener.
US791521A (en) Spike-lock.
US861086A (en) Railway-tie.
US1071867A (en) Tie-plate and rail-fastener for railways.
US570003A (en) Rail lock and support
US486775A (en) Railway-joint
US1121752A (en) Anticreeping device for railroads.
US804550A (en) Railway-rail joint.
US1206389A (en) Tie-plate.
US853869A (en) Metallic tie and rail-fastener.