US512343A - Method of laying railway-rails in paved streets - Google Patents
Method of laying railway-rails in paved streets Download PDFInfo
- Publication number
- US512343A US512343A US512343DA US512343A US 512343 A US512343 A US 512343A US 512343D A US512343D A US 512343DA US 512343 A US512343 A US 512343A
- Authority
- US
- United States
- Prior art keywords
- rail
- rails
- paved streets
- laying railway
- railway
- 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
- 238000000034 method Methods 0.000 title description 3
- 239000010426 asphalt Substances 0.000 description 5
- 239000013521 mastic Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 239000000203 mixture Substances 0.000 description 4
- 239000004568 cement Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000000284 resting effect Effects 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 235000019738 Limestone Nutrition 0.000 description 1
- 241001351439 Oneida Species 0.000 description 1
- LCMWYEMOYOBMEI-UHFFFAOYSA-J S([O-])(O)=O.[C+4].S([O-])(O)=O.S([O-])(O)=O.S([O-])(O)=O Chemical compound S([O-])(O)=O.[C+4].S([O-])(O)=O.S([O-])(O)=O.S([O-])(O)=O LCMWYEMOYOBMEI-UHFFFAOYSA-J 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 239000011280 coal tar Substances 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/06—Pavings adjacent tramways rails ; Pavings comprising railway tracks
Definitions
- 1 indicates the railway tie.
- a suitable number of these ties arranged at proper intervals are provided, and under each rail B of the track on each tie is provided a chair2 of suitable height to allow the use of paving blocks or stones of the desired depth.
- the chair may be secured to the rail by bolts or spikes as shown in dotted lines at 3.
- the chair is provided with lips 2*, 2", which engage the lower flanges of the rail and secure it firmly.
- This particular construction is not absolutely essential for I may provide a continuous stringer under the rail in lieu of the chair 2, and the stringer may be of wood or of metal either in the form of cross section of the chair shown or otherwise.
- the lips for engaging the rail may be modified and independent pieces provided.
- the regular pavement D either of asphalt or other suitable material.
- cement grouting 4 On top of the flanges which form the base of the rail and between the vertical web and the adjacent row of paving blocks, I provide a cement grouting 4. This cement or grouting extends about half way up the web of the rail on either side and is preferably poured and tamped in so as to fill all open spaces.
- I On top of the grouting 4: and on either side of the rail head, I provide a semi-elastic filling, composition or mastic A.
- the surface of the filling on the outside is flush with the pavement and top of the rail and on the inside the surface of the filling is even with the surface of the pavement and about one-half inch below top ofrail.
- a substitute composition of coal tar resinous and other artificial cements or bitumen, with sand or body forming material may be used. All of these compositions form an elastic mastic which can be melted and poured.
- a T headed rail a support therefor, a retaining wall parallel with and a little removed from the head of the rail, a concrete grouting resting in whole or in part on the base web of the rail and partially filling the space between the retaining wall and side of the rail, and an elastic mastic resting on the concrete grouting and occupying the space between the side and head of the rail and the
- the composition A is speretaining wall, combined substantially as set forth.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Description
(No Model. j
- G'. 0. WARREN. METHOD OF LAYING RAILW-A Y RAILS IN PAVED STREETS. No. 512 343. Patented Jan. 9,1894.
' IZZVV'ENTOZE. 7 dz'ol dz' d Wmpgzw.
UNITED STATES PATENT OFFicE.
GEORGE O. WARREN, OF UTIOA, NEW YORK.
METHOD OF LAYING RAILWAY-RAILS IN PAVED STRE ETS.
SPECIFICATION forming part of Letters Patent No. 512,343 dated January 9, 1894.
Application filed May 5, 1893- Serial No. 473,163. (No model.)
To all whom it may concern:
Be it known that I, GEORGE O. WARREN, of Utica, in the county of Oneida and State of New York,have invented certain new and useful Improvements in Railway Structures for Paved Streets; and I do hereby declare that the following is afull, clear, and exact description of the invention, which will enable others skilled in the art to which it appertains to make and use the same, reference being had to the accompanying drawing, and to the letters and figures of reference marked thereon, which form part of this specification.
In the drawing, the figure shows general perspective and in cross section, my improved construction.
Referring more particularly to the reference letters and figures in a more specific description, 1 indicates the railway tie. A suitable number of these ties arranged at proper intervals are provided, and under each rail B of the track on each tie is provided a chair2 of suitable height to allow the use of paving blocks or stones of the desired depth. The chair may be secured to the rail by bolts or spikes as shown in dotted lines at 3. The chair is provided with lips 2*, 2", which engage the lower flanges of the rail and secure it firmly. This particular construction, however, is not absolutely essential for I may provide a continuous stringer under the rail in lieu of the chair 2, and the stringer may be of wood or of metal either in the form of cross section of the chair shown or otherwise. Likewise the lips for engaging the rail may be modified and independent pieces provided.
On the top of the chair is mounted the rail B with the bearing face of its head flush with grade of the street on the outside.
On either side of the rail and chair I provide retaining walls formed of a row of large paving blocks 0 on outside and O on inside, which are of suitable depth to reach nearly from the tie to the surface and are preferably placed as alternate headers and stretchers on the outside of the rail, substantially flush with .the tread of the rail, and on the inside of the rail the paving blocks are preferably laid as alternate thick and thin stretchers with their surfaces about one-half inch below the tread of the rail.
At the outside of the paving blocks is the regular pavement D, either of asphalt or other suitable material.
At S is shown a broken stone or concrete foundation.
On top of the flanges which form the base of the rail and between the vertical web and the adjacent row of paving blocks, I provide a cement grouting 4. This cement or grouting extends about half way up the web of the rail on either side and is preferably poured and tamped in so as to fill all open spaces.
On top of the grouting 4: and on either side of the rail head, I provide a semi-elastic filling, composition or mastic A. The surface of the filling on the outside is flush with the pavement and top of the rail and on the inside the surface of the filling is even with the surface of the pavement and about one-half inch below top ofrail. cially prepared of asphaltum or bitumen with a body material of sand, clay, pulverized limestone or similar matter, in the proportion of about twenty to thirty per cent. of bitumen soluble in carbon bisulphite (CS and the balance of the body material.
A substitute composition of coal tar resinous and other artificial cements or bitumen, with sand or body forming material may be used. All of these compositions form an elastic mastic which can be melted and poured.
What I claim as new, and desire to secure by Letters Patent, is-
1. A T headed rail, a support therefor, a retaining wall parallel with and a little removed from the head of the rail, a concrete grouting resting in whole or in part on the base web of the rail and partially filling the space between the retaining wall and side of the rail, and an elastic mastic resting on the concrete grouting and occupying the space between the side and head of the rail and the The composition A is speretaining wall, combined substantially as set forth.
2. The combination of a pair of fixed independent parallel retaining walls, a rail suplateral movement and an elastic bearing for port, a rail having a rounded head mounted the flange of awheel substantially as set fcrth. [O on the support between the walls with the In witness whereof I have affixed my signaface of the head substantially even with the ture in presence of two witnesses.
upper edge of the walls, and an elastic mastic GEORGE O. WARREN. on either side of the rail. between the head Witnesses:
and web of the rail and the retaining wall GEO. A. GAYMONDS,
forming an elastic support for the rail against GEORGE C. CARTER.
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US512343A true US512343A (en) | 1894-01-09 |
Family
ID=2581164
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US512343D Expired - Lifetime US512343A (en) | Method of laying railway-rails in paved streets |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US512343A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2719676A (en) * | 1955-10-04 | Road bed and track for railroads | ||
| US8603376B1 (en) * | 2011-06-27 | 2013-12-10 | Thomas Sands | Railroad direct fixation tie covering system |
-
0
- US US512343D patent/US512343A/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2719676A (en) * | 1955-10-04 | Road bed and track for railroads | ||
| US8603376B1 (en) * | 2011-06-27 | 2013-12-10 | Thomas Sands | Railroad direct fixation tie covering system |
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