US1638428A - Highway culvert - Google Patents
Highway culvert Download PDFInfo
- Publication number
- US1638428A US1638428A US25840A US2584025A US1638428A US 1638428 A US1638428 A US 1638428A US 25840 A US25840 A US 25840A US 2584025 A US2584025 A US 2584025A US 1638428 A US1638428 A US 1638428A
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- US
- United States
- Prior art keywords
- culvert
- section
- sections
- ribs
- cross
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- 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
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-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F5/00—Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
- E01F5/005—Culverts ; Head-structures for culverts, or for drainage-conduit outlets in slopes
Definitions
- This invention relates to an improved culvert, such as is used upon highways, and it has reference to the type of culvert that is embedded in the road bed.
- the ordinary culvert so, far as I know, is substantially circular-in cross section. It frequently happens that it is desirable to dispose the culvert in the road bed close to the traction surface of the road bed. With the circular culvert, the same must either be embedded too deep, or must be unduly large in cross sectional area.
- the present invention has been evolved with a view toward providing a culvert which is substantlally elliptical in cross section whereby to provide a culvert which may be the same in and from Figure 3 it will be noted that the height as a comparatively large circular culvert, but which will afford additional internal area to facilitate drainage, and toallow it to be embedded in the road bed close to the surface.
- the invention is also characterized by an elliptical culvert wherein the same is made of half sections connected together by tongue and groove joints, the lower halves being provided with transverse ribs serving as reinforcing means and as a means for anchoring the culverts to guard against longltudlnal slippage.
- Another feature is the special formation of the ribs which serve as an effective seating for the lower sections of the structure.
- Figure 1 is a cross section through a highway road bed showing the complete culvert embedded therein.
- Figure 2 is an enlarged fragmentary section taken through the center of the culvert.
- the improved cul vert is made up of top and bottom half sections 1 and 2 respectively.
- Each section is substantially semi-elliptical in cross section and when the two sections are brought together, a substantiallyelliptical conduit is provided.
- tongue and groove connections 3 are disposed between the abutting ends of the respective sections.
- tongue and groove connections 4 are disposed between the meeting faces of the upper and lower sections. This type of connection permits easy sliding of the top sections upon the bottom sections, and this is desirable inasmuch as when the culvertis completed, the joints are disposed in break-joint fashion.
- each bottom section is provided with one or more transverse ribs 5 central portion of the rib is fiat as at 6 while the ends 7 are inclined.
- the ribs are preferably formed integral with the sections, and serve a two fold purpose; first, to decidedly reinforce the sections uponrwhich they are mounted, and to prevent endwise slipping and side rocking of the completed culvert. terminate short of the ends of the bottom section to which they are attached, and this allows the dirt to be filled under and packed tightly around the culvert to prevent accidental displacement.
- the flat bottom and inclined ended ribs facilitate installation of the cul vert in the ditch, and facilitate, assembling of the sections.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
Description
H. L. ZANDER HIGH-WAY CULVERT Filed April 25, 1925 gnuentor, 7 6 1H. za/ro e r parts Patented Aug. 9, 1927.
ntree r ATJFENT 'HENRY LOUIS ZANEDER, 0F NIEWV ORLEANS, 'LQUISIANAI HIGHWAY oULvERT.
Application filed April 25, 1925. Serial No. 25,840.
This invention relates to an improved culvert, such as is used upon highways, and it has reference to the type of culvert that is embedded in the road bed. The ordinary culvert, so, far as I know, is substantially circular-in cross section. It frequently happens that it is desirable to dispose the culvert in the road bed close to the traction surface of the road bed. With the circular culvert, the same must either be embedded too deep, or must be unduly large in cross sectional area.
In view of the foregoing, the present invention has been evolved with a view toward providing a culvert which is substantlally elliptical in cross section whereby to provide a culvert which may be the same in and from Figure 3 it will be noted that the height as a comparatively large circular culvert, but which will afford additional internal area to facilitate drainage, and toallow it to be embedded in the road bed close to the surface.
The invention is also characterized by an elliptical culvert wherein the same is made of half sections connected together by tongue and groove joints, the lower halves being provided with transverse ribs serving as reinforcing means and as a means for anchoring the culverts to guard against longltudlnal slippage.
Another feature is the special formation of the ribs which serve as an effective seating for the lower sections of the structure.
Other features and advantages will be derived from the following description and drawing.
V In theaccompanying drawing forming a part of this application and in which like numerals are employed to designate like throughout the same: Figure 1 is a cross section through a highway road bed showing the complete culvert embedded therein.
Figure 2 is an enlarged fragmentary section taken through the center of the culvert.
Figure 3 is a cross-section through the same. I
As before intimate-d, the improved cul vert is made up of top and bottom half sections 1 and 2 respectively. Each section is substantially semi-elliptical in cross section and when the two sections are brought together, a substantiallyelliptical conduit is provided. As shown 1n Flgure 2, tongue and groove connections 3 are disposed between the abutting ends of the respective sections. Also, as seen in Figure 3, tongue and groove connections 4: are disposed between the meeting faces of the upper and lower sections. This type of connection permits easy sliding of the top sections upon the bottom sections, and this is desirable inasmuch as when the culvertis completed, the joints are disposed in break-joint fashion. This form of joint is much superior to a single joint which extends completely about the circumference of the culvert such as is ordinarily the case with the circular cross section conduit. A superior feature of the invention is that each bottom section is provided with one or more transverse ribs 5 central portion of the rib is fiat as at 6 while the ends 7 are inclined. The ribs are preferably formed integral with the sections, and serve a two fold purpose; first, to decidedly reinforce the sections uponrwhich they are mounted, and to prevent endwise slipping and side rocking of the completed culvert. terminate short of the ends of the bottom section to which they are attached, and this allows the dirt to be filled under and packed tightly around the culvert to prevent accidental displacement. It should also be noticed that the flat bottom and inclined ended ribs facilitate installation of the cul vert in the ditch, and facilitate, assembling of the sections.
It is thought that a careful consideration of the description in connection with the drawings will enable persons skilled in the art to which the invention'relates to obtain a clear understanding of the same. For this reason a more lengthy description is thought unnecessary.
lVhile the preferred embodiment of the invention has been shown and described, it is to be understood that minor changes coming within the field of invention claimed may be resorted to if desired.
It should be noted that the ribs v Having thus described the invention, what 7 I claim as new and desire to secure by Letters Patent is In a culvert structure of substantially elliptical cross section having a horizontal major axis and formed of top and bottom half-sections, longitudinally spaced reinforcing ribs on the external surface of the bottom section, said ribs functioning additionally as weight elements to lower the center of gravity of said lower section and being of a length considerably less than the width of said lower section, the ends of the ribs being inclined downwardly and inwardly and the bottom edges being flat, and cooperating means between the meeting edges of said top and bottom half-sections to prevent relative transverse shifting of the top section on the bottom section.
In testimony whereof I afiix my signature.
HENRY LOUIS ZANDER.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US25840A US1638428A (en) | 1925-04-25 | 1925-04-25 | Highway culvert |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US25840A US1638428A (en) | 1925-04-25 | 1925-04-25 | Highway culvert |
Publications (1)
Publication Number | Publication Date |
---|---|
US1638428A true US1638428A (en) | 1927-08-09 |
Family
ID=21828330
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US25840A Expired - Lifetime US1638428A (en) | 1925-04-25 | 1925-04-25 | Highway culvert |
Country Status (1)
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US (1) | US1638428A (en) |
Cited By (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2895299A (en) * | 1955-06-24 | 1959-07-21 | American Marietta Co | Method of constructing tunnels |
US3269424A (en) * | 1963-07-30 | 1966-08-30 | John F Fisher | Prestressed concrete conduit and method |
US3269124A (en) * | 1963-11-29 | 1966-08-30 | Stephen R Leathers | Tunnel fishway |
US3482406A (en) * | 1966-08-18 | 1969-12-09 | Heierli & Co | Overfilled arch-shaped load support structure |
US4132285A (en) * | 1975-07-10 | 1979-01-02 | Volkswagenwerk Aktiengesellschaft | Connecting line within an exhaust system of a motor vehicle |
US4537529A (en) * | 1984-03-19 | 1985-08-27 | Fitzsimons Louis N | Earth retaining end element for use with overfilled load support structures |
US4693635A (en) * | 1981-11-17 | 1987-09-15 | Marcel Matiere | Method of producing hollow structures and hollow structures |
US4869294A (en) * | 1984-07-13 | 1989-09-26 | Marcel Matiere | Buried large cross-section conduit |
US20020179419A1 (en) * | 1999-12-23 | 2002-12-05 | Tomlinson Andrew David | Enclosure system for conveyors |
US6494232B2 (en) * | 2001-05-14 | 2002-12-17 | Lawrence F. Waddleton | Modular protective sleeve for underground utilities |
US7530764B1 (en) | 2007-12-11 | 2009-05-12 | Joe Gallegos | Easy clean culvert system |
US20180050467A1 (en) * | 2016-08-22 | 2018-02-22 | LowSpan LLC | Pre-Stressed Box Culvert and Methods for Assembly Thereof |
US11059201B2 (en) * | 2016-08-22 | 2021-07-13 | LowSpan LLC | Pre-stressed box culvert and methods for assembly thereof |
US11073235B2 (en) * | 2018-04-20 | 2021-07-27 | Toyota Jidosha Kabushiki Kaisha | Resin piping assembly, and process of forming the same |
US11506094B2 (en) * | 2018-04-20 | 2022-11-22 | Toyota Jidosha Kabushiki Kaisha | Lubricating device of power transmitting system |
US20230235519A1 (en) * | 2021-05-21 | 2023-07-27 | Alexander B. Schorstein | Storm water and traffic collector box culvert |
-
1925
- 1925-04-25 US US25840A patent/US1638428A/en not_active Expired - Lifetime
Cited By (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2895299A (en) * | 1955-06-24 | 1959-07-21 | American Marietta Co | Method of constructing tunnels |
US3269424A (en) * | 1963-07-30 | 1966-08-30 | John F Fisher | Prestressed concrete conduit and method |
US3269124A (en) * | 1963-11-29 | 1966-08-30 | Stephen R Leathers | Tunnel fishway |
US3482406A (en) * | 1966-08-18 | 1969-12-09 | Heierli & Co | Overfilled arch-shaped load support structure |
US4132285A (en) * | 1975-07-10 | 1979-01-02 | Volkswagenwerk Aktiengesellschaft | Connecting line within an exhaust system of a motor vehicle |
US4693635A (en) * | 1981-11-17 | 1987-09-15 | Marcel Matiere | Method of producing hollow structures and hollow structures |
US4537529A (en) * | 1984-03-19 | 1985-08-27 | Fitzsimons Louis N | Earth retaining end element for use with overfilled load support structures |
US4869294A (en) * | 1984-07-13 | 1989-09-26 | Marcel Matiere | Buried large cross-section conduit |
US20020179419A1 (en) * | 1999-12-23 | 2002-12-05 | Tomlinson Andrew David | Enclosure system for conveyors |
US6494232B2 (en) * | 2001-05-14 | 2002-12-17 | Lawrence F. Waddleton | Modular protective sleeve for underground utilities |
US7530764B1 (en) | 2007-12-11 | 2009-05-12 | Joe Gallegos | Easy clean culvert system |
US20180050467A1 (en) * | 2016-08-22 | 2018-02-22 | LowSpan LLC | Pre-Stressed Box Culvert and Methods for Assembly Thereof |
US10518440B2 (en) * | 2016-08-22 | 2019-12-31 | LowSpan LLC | Pre-stressed box culvert and methods for assembly thereof |
US11059201B2 (en) * | 2016-08-22 | 2021-07-13 | LowSpan LLC | Pre-stressed box culvert and methods for assembly thereof |
US11073235B2 (en) * | 2018-04-20 | 2021-07-27 | Toyota Jidosha Kabushiki Kaisha | Resin piping assembly, and process of forming the same |
US11506094B2 (en) * | 2018-04-20 | 2022-11-22 | Toyota Jidosha Kabushiki Kaisha | Lubricating device of power transmitting system |
US11821562B2 (en) | 2018-04-20 | 2023-11-21 | Toyota Jidosha Kabushiki Kaisha | Resin piping assembly, and process of forming the same |
US20230235519A1 (en) * | 2021-05-21 | 2023-07-27 | Alexander B. Schorstein | Storm water and traffic collector box culvert |
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