US160277A - Improvement in railway-rail joints - Google Patents
Improvement in railway-rail joints Download PDFInfo
- Publication number
- US160277A US160277A US160277DA US160277A US 160277 A US160277 A US 160277A US 160277D A US160277D A US 160277DA US 160277 A US160277 A US 160277A
- Authority
- US
- United States
- Prior art keywords
- rails
- railway
- improvement
- plate
- rail joints
- 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
Links
- 210000001503 Joints Anatomy 0.000 title 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 210000002832 Shoulder Anatomy 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000001808 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B11/00—Rail joints
- E01B11/02—Dismountable rail joints
- E01B11/10—Fishplates with parts supporting or surrounding the rail foot
Definitions
- FIG l is a side elevation, showing the application of a perforated plate, A, to the ends of the rails B B.
- O O O 0 represent the heads of bolts, which pass through the perforated plate A, and up through the flanges of the base on alternate sides of rails B B, with nuts H H above washers L L, in slots cut on the flanges of rails B B at G 6'. These bolts may be straight or bent at an angle, to allow the nut to fit the flanges of the base of the rails, and thus dispense with the slots G G.
- E E and F F represent slots cut in the edges of plate A and rails B B, to receive spikes to fasten the rails and plate to the ties or sleepers of the road-bed.
- Fig. 2 is an end elevation of the same, and represents the position of bolts 0 G on each side of the web of the rail B.
- Fig. 3 is a horizontal view of a short plate, A.
- D D D D represent oval perforations, to receive the shoulders of bolts made to fit them, to prevent their turning.
- F F F represent slots in the edges of the plate, to receive spikes for holding the plate and rails to the tie.
- Fig. 4 is also a horizontal view of plate A, with oval perforations D D D D, but Without slots, as in Fig. 3, so that 1n case it should make the joint too rigid the plates may be used in this form.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Connection Of Plates (AREA)
Description
C. B. PHILLIPS.
Railway-Rail Joint.
Patented March 2,1875.
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UNITED STATES PATENT OFFICE.
CHARLES B. PHILLIPS, OF CHICAGO, ILLINOIS.
IMPROVEMENT IN RAILWAY-RAIL JOINTS.
Specification forming part of Letters Patent No. 160,277, dated March 2, 1875; application filed February 16, 1874.
To all whom it may concern:
Be it known that I, CHARLES BURTON PHILLIPS, of the city of Chicago, county of Cook and State of Illinois, have invented certain Improvements for Coupling together Bailroad-Rails by means of a perforated iron, steel, or other plate, to be placed beneath the flanges of the rails, and passing under the joint, so as to connect, support, or hold the ends of contiguous rails or bars in position, and fastened or attached to the rails by bolts, rivets, or other suitable devices, thus preventing disjointure of the rails at the point of contact, and making the joint flexible, thus supporting and forming, as it were, a continuous rail, combining safety as well as economy in its construction and uses.
Figure l is a side elevation, showing the application of a perforated plate, A, to the ends of the rails B B. O O O 0 represent the heads of bolts, which pass through the perforated plate A, and up through the flanges of the base on alternate sides of rails B B, with nuts H H above washers L L, in slots cut on the flanges of rails B B at G 6'. These bolts may be straight or bent at an angle, to allow the nut to fit the flanges of the base of the rails, and thus dispense with the slots G G. E E and F F represent slots cut in the edges of plate A and rails B B, to receive spikes to fasten the rails and plate to the ties or sleepers of the road-bed.
Fig. 2 is an end elevation of the same, and represents the position of bolts 0 G on each side of the web of the rail B.
Fig. 3 is a horizontal view of a short plate, A. D D D D represent oval perforations, to receive the shoulders of bolts made to fit them, to prevent their turning. F F F F represent slots in the edges of the plate, to receive spikes for holding the plate and rails to the tie.
Fig. 4 is also a horizontal view of plate A, with oval perforations D D D D, but Without slots, as in Fig. 3, so that 1n case it should make the joint too rigid the plates may be used in this form.
I claim The rails B B, secured beneath the joint by the flat metallic plate A, equal in width with the base of the rails, and fastened thereto by bolts and nuts, substantially as specified.
CHARLES BURTON PHILLIPS.
Witnesses:
GEO. M. BOGUE, JAS. M. HILLS.
Publications (1)
Publication Number | Publication Date |
---|---|
US160277A true US160277A (en) | 1875-03-02 |
Family
ID=2229687
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US160277D Expired - Lifetime US160277A (en) | Improvement in railway-rail joints |
Country Status (1)
Country | Link |
---|---|
US (1) | US160277A (en) |
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0
- US US160277D patent/US160277A/en not_active Expired - Lifetime
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