US527682A - Steel combination railroad-tie - Google Patents
Steel combination railroad-tie Download PDFInfo
- Publication number
- US527682A US527682A US527682DA US527682A US 527682 A US527682 A US 527682A US 527682D A US527682D A US 527682DA US 527682 A US527682 A US 527682A
- Authority
- US
- United States
- Prior art keywords
- rail
- tie
- steel combination
- railroad
- sleepers
- 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
- 239000000203 mixture Substances 0.000 title description 12
- 229910000831 Steel Inorganic materials 0.000 title description 6
- 239000010959 steel Substances 0.000 title description 6
- 241001669679 Eleotris Species 0.000 description 14
- 239000007787 solid Substances 0.000 description 4
- 210000000088 Lip Anatomy 0.000 description 2
- 230000001419 dependent Effects 0.000 description 2
Images
Classifications
-
- A—HUMAN NECESSITIES
- A63—SPORTS; GAMES; AMUSEMENTS
- A63G—MERRY-GO-ROUNDS; SWINGS; ROCKING-HORSES; CHUTES; SWITCHBACKS; SIMILAR DEVICES FOR PUBLIC AMUSEMENT
- A63G7/00—Up-and-down hill tracks; Switchbacks
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
- E01B3/02—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from wood
- E01B3/12—Longitudinal sleepers; Longitudinal sleepers integral or combined with tie-rods; Combined longitudinal and transverse sleepers
Definitions
- My invention relates to metallic combination rail-road ties, in which tie bars and rail supports are joined to rail sleepers, and secured in position by slot hole keys, and bolts operated in conjunction with the rails; and the object of my invention is, first, to provide a continuous rail bearing with facilities for proper adjustment in making curves; second, to'attord a safe device for securely holding the rails, independent of spikes or wedges.
- Figure 1 in mydrawings, is a top side and near end view of one section of the sectional rail sleeper as it appears after the removal of all connecting parts;
- Fig. 2 the tie bar with the turned down ends, for the purpose of con- Fig. 3, is the top side of slot hole key, on cover plate, which enters key seat E in Fig. 1, on top of Fig. 2.
- Figs. 4, and 4. are top side views of the rail support and tie brace.
- Fig. 5 is the reverse side of Fig. 3.
- Fig. 6 is the reverse side of Fig. 1, which may be fiat and solid, or hollowed out as desired;
- Fig. 8 is a view of the parts in place, ready to receive the rail.
- the sectional View of the rail sleeper shown in Fig. 1 is coupled to its duplicate section by the tie bar, shown in Fig. 2, which lies directly across the road-bed-in the same position as that of a wood-tie, each end of the tie bar, 0, and 0', shown in Fig. 2. enters the groove 0, and mortise c, in the end of each section of rail sleepers shown in Fig. 1.
- the ends B of the rail supports shown in Fig. 4. drop into the dove-tail notches B, on each side edge, of the rail sleepers shown in Fig. 1, the rail lying lengthwise on top of rail supports shown in Fig. 4., and directly across. rail sleepers in seat, H, shown in Fig.
- Figs. 5, and 6, show the reverse sides of Fig. 3, and Fig. 1, and Fig. 8 is an illustration of one section of the rail sleeper shown in Fig. 1, with abroken section of the connecting bar shown in Fig, 2, and two broken sections of the rail supports shown in Fig. 4, all in connected position with slot hole key shown in Fig. 3, driven up, to receive the rail.
- the hole, y, in outside end of rail sleeper shown in Fig. 1, is to receive a bolt only when the tie is laid on a bridge or trestle.
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Description
(No Model.) 2 Sheets-Sheet 1. I
J. R. GREEN. STEEL COMBINATION RAILROAD TIE.
' Patented Oct. 16, 1894.
(No Model.) 2 Sheets-Sheet 2.
J. R.- GREEN. STEEL COMBINATION RAILROAD TIE.
- Patented Oct.
. necting the sectional rail sleepers.
UNITED STATES PATENT OFFICE.
JOHN R.GREEN, OF WOODSTOCK, ALABAMA.
STEEL COMBINATION RAILROAD-TIE.
SPECIFICATION forming part of Letters Patent No. 327,682, dated October 16, 189
PP filed anuary 13, 1891. Serial No. 311,679. (No d L r .ing is a specification.
My invention relates to metallic combination rail-road ties, in which tie bars and rail supports are joined to rail sleepers, and secured in position by slot hole keys, and bolts operated in conjunction with the rails; and the object of my invention is, first, to provide a continuous rail bearing with facilities for proper adjustment in making curves; second, to'attord a safe device for securely holding the rails, independent of spikes or wedges. These objects I attain by the mechanism illustrated in my drawings.
Figure 1, in mydrawings, is a top side and near end view of one section of the sectional rail sleeper as it appears after the removal of all connecting parts; Fig. 2, the tie bar with the turned down ends, for the purpose of con- Fig. 3, is the top side of slot hole key, on cover plate, which enters key seat E in Fig. 1, on top of Fig. 2. Figs. 4, and 4. are top side views of the rail support and tie brace. Fig. 5, is the reverse side of Fig. 3. Fig. 6, is the reverse side of Fig. 1, which may be fiat and solid, or hollowed out as desired; Fig. 7, bolt for hole n, in Fig. 1. Fig. 8, is a view of the parts in place, ready to receive the rail.
The sectional View of the rail sleeper shown in Fig. 1, is coupled to its duplicate section by the tie bar, shown in Fig. 2, which lies directly across the road-bed-in the same position as that of a wood-tie, each end of the tie bar, 0, and 0', shown in Fig. 2. enters the groove 0, and mortise c, in the end of each section of rail sleepers shown in Fig. 1. The ends B of the rail supports shown in Fig. 4., drop into the dove-tail notches B, on each side edge, of the rail sleepers shown in Fig. 1, the rail lying lengthwise on top of rail supports shown in Fig. 4., and directly across. rail sleepers in seat, H, shown in Fig. 1, with outside flange of rail under lip m, m, on top of rail sleeper shown he end g, g, of slot hole key shown ingFig. 3, enters end g g of key seat, E, of sleepers shown in Fig. 1, and is driven up on top of tie bar shown in Fig. 2, until it is tight on top of inside flange of rail-then by passing bolt shown in Fig. 7, up through hole n, in rail sleeper shown in Fig. 1, and on through the slot hole key of part, E, shown in Fig. 3, and the nut being wrenched down tight on the bolt shown in Fig. 7, secures together my combination tie all parts of which maybe made of steel, and the several parts being dependent upon each other, 7 mutually contribute to produce the combination claimed, and the slipping and sliding, usual to other ties, is consequently prevented. I
Figs. 5, and 6, show the reverse sides of Fig. 3, and Fig. 1, and Fig. 8 is an illustration of one section of the rail sleeper shown in Fig. 1, with abroken section of the connecting bar shown in Fig, 2, and two broken sections of the rail supports shown in Fig. 4, all in connected position with slot hole key shown in Fig. 3, driven up, to receive the rail. The hole, y, in outside end of rail sleeper shown in Fig. 1, is to receive a bolt only when the tie is laid on a bridge or trestle.
What I do claim as my invention, and desire to secure by Letters Patent, is
1. The combination with a metallic railroad tie, of a sectional rail sleeper, said tie having V tie of a rail support having dove-tail notches on each end, B, and, B, adjustable in dove-tail notches B, B on rail sleepers, adapted to proper curvature of road, and solid railbearing, and to prevent rail sleepers from slipping and sliding, all as substantially set forth.
' J NO. R. GREEN. Witnesses:
J AS. M. RoLEN, J NO. H. MILOAM.
Publications (1)
Publication Number | Publication Date |
---|---|
US527682A true US527682A (en) | 1894-10-16 |
Family
ID=2596471
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US527682D Expired - Lifetime US527682A (en) | Steel combination railroad-tie |
Country Status (1)
Country | Link |
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US (1) | US527682A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3107053A (en) * | 1960-03-17 | 1963-10-15 | Johan F Deenik | Track pedestal blocks |
-
0
- US US527682D patent/US527682A/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3107053A (en) * | 1960-03-17 | 1963-10-15 | Johan F Deenik | Track pedestal blocks |
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