US1734392A - Concrete culvert - Google Patents
Concrete culvert Download PDFInfo
- Publication number
- US1734392A US1734392A US147121A US14712126A US1734392A US 1734392 A US1734392 A US 1734392A US 147121 A US147121 A US 147121A US 14712126 A US14712126 A US 14712126A US 1734392 A US1734392 A US 1734392A
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- United States
- Prior art keywords
- holes
- units
- culvert
- tie rods
- concrete culvert
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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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Classifications
-
- 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 reinforced concrete culverts7 and particularly to the type in which the culvert is constructed of preformed units.
- the present invention obviates this disadvantage by mal;- ing relatively large holes in all the units, and a@ inserting the tie rods in the holes and grouting 'them in after the units have been set in position. On account of the size of the holes accurate alinemont is not necessary.
- Fig. 2 is a cross section on the line II-II ao of Fig. l, and
- Fig. 3 is an isometric view of a portion of a finished culvert.
- the culvert consists of a number of trough shaped lower units l capped over by a corre 3:5 spending number of arch shaped upper units 2, the upper units overlapping the joints between the lower units.
- the upper and lower units are identical in construction. Each is provided with suitable 40 reinforcement such as bars 3, stirrups 4, and
- knee bars 5 An eye 6 may be set in the concrete for wrecking and loading purposes.
- each is provided with four holes 7 through which tie rods 8 are inserted.
- the holes are so situated that when an upper unit is placed in position so as to extend an equal distance on each side of the joint between two lower units7 the holes of the upper unit will aline with holes in each lower unit. For example 8, 1926. Serial N0. 147,121.
- the holes are tapered and preferably made somewhat larger at their smallest diameter than the tie rod which is to be inserted so that the sec 55 tions need not be so accurately positioned. For example with a one-fourth inch tie rod the hole may be made three-fourths inches in diameter at its smallest point.
- the tie rods are secured in place by gro'uting.
- the 60 tapered holes permit the tie rod to be slightly bent at its mid-point before it is inserted, so that when it is held flat against the tapered walls of the two alined holes by the groutfit forms a positive bond between the two units.
- a culvert consisting of a plurality ofchannel-shaped units set up in two opposed rows to form a pipe, the sides of said units having holes extending through them transversely with respect to the meeting edges of the units and parallel to said sides, said holes tapering to a smaller diameter at said meeting' edges, the holes of opposed yunits being substantially alined, and tie rods in said holes, said tie rods being bent at said meeting edges so as to lie substantially flat along one wall of the doubly tapered passageway formed by opposed holes and being held in place by a grout g5
- a grout g5 In testimony whereof the foregoing specification is signed.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
Description
NOV. 5, 1929. s, Q MOO'R'E 1,734,392
CONCRETE GULVERT Filed NOV. 8. 1926 wmw gmc/nto@ STUART E MUURE amg.
Patented Nov. 5, 1929 STUART B. MOORE,
OF TEMPLE, TEXAS CONCRETE CULVERT Application filed November This invention .relates to reinforced concrete culverts7 and particularly to the type in which the culvert is constructed of preformed units.
The making of culverts of two rows of reinforced concrete units, the lower row forming a trough and the upper row forming a cap, is well known. In sonic forms of construction one row has set into it a series of 1o tie rods which project through corresponding holes in the other row, a nut being screwed onto the end of the tie rod to bind the two rows together. The disadvantage with this construction is that it is diiiicult to slip the i5 four holes of a unit over the corresponding four tie rods of the opposed row on account of the weight of the units. The present invention obviates this disadvantage by mal;- ing relatively large holes in all the units, and a@ inserting the tie rods in the holes and grouting 'them in after the units have been set in position. On account of the size of the holes accurate alinemont is not necessary.
One embodiment of the invention is illustrated in the accompanying` drawing in which- Figure l is a side elevation of one of the units of which the culvert is constructet,
Fig. 2 is a cross section on the line II-II ao of Fig. l, and
Fig. 3 is an isometric view of a portion of a finished culvert.
The culvert consists of a number of trough shaped lower units l capped over by a corre 3:5 spending number of arch shaped upper units 2, the upper units overlapping the joints between the lower units.
The upper and lower units are identical in construction. Each is provided with suitable 40 reinforcement such as bars 3, stirrups 4, and
knee bars 5. An eye 6 may be set in the concrete for wrecking and loading purposes.
To facilitate joining the units to each other each is provided with four holes 7 through which tie rods 8 are inserted. The holes are so situated that when an upper unit is placed in position so as to extend an equal distance on each side of the joint between two lower units7 the holes of the upper unit will aline with holes in each lower unit. For example 8, 1926. Serial N0. 147,121.
if a unit is two feet long the holes will be located six inches from each end. The holes are tapered and preferably made somewhat larger at their smallest diameter than the tie rod which is to be inserted so that the sec 55 tions need not be so accurately positioned. For example with a one-fourth inch tie rod the hole may be made three-fourths inches in diameter at its smallest point. The tie rods are secured in place by gro'uting. The 60 tapered holes permit the tie rod to be slightly bent at its mid-point before it is inserted, so that when it is held flat against the tapered walls of the two alined holes by the groutfit forms a positive bond between the two units.
lt will be at once apparent that the setting up of my improved culvert will be decidedly easier than the old form in which it was necessary to guide a heavy unit accurately while lowering it into place so as to slip the holes over their tie rods.
Having described my invention I claim:
A culvert consisting of a plurality ofchannel-shaped units set up in two opposed rows to form a pipe, the sides of said units having holes extending through them transversely with respect to the meeting edges of the units and parallel to said sides, said holes tapering to a smaller diameter at said meeting' edges, the holes of opposed yunits being substantially alined, and tie rods in said holes, said tie rods being bent at said meeting edges so as to lie substantially flat along one wall of the doubly tapered passageway formed by opposed holes and being held in place by a grout g5 In testimony whereof the foregoing specification is signed.
STUART B. MOORE.
loo'
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US147121A US1734392A (en) | 1926-11-08 | 1926-11-08 | Concrete culvert |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US147121A US1734392A (en) | 1926-11-08 | 1926-11-08 | Concrete culvert |
Publications (1)
Publication Number | Publication Date |
---|---|
US1734392A true US1734392A (en) | 1929-11-05 |
Family
ID=22520361
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US147121A Expired - Lifetime US1734392A (en) | 1926-11-08 | 1926-11-08 | Concrete culvert |
Country Status (1)
Country | Link |
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US (1) | US1734392A (en) |
Cited By (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2685194A (en) * | 1947-03-10 | 1954-08-03 | Amirikian Arsham | Precast concrete framing construction |
FR2609071A1 (en) * | 1986-12-29 | 1988-07-01 | Bourachot Francois | Reinforced concrete components for the rapid construction of small structures - culverts - surface ducts - underground passages for pedestrians or light vehicles |
US8113740B2 (en) | 2008-02-06 | 2012-02-14 | Oldcastle Precast, Inc. | Method and apparatus for capturing, storing, and distributing storm water |
US8523486B2 (en) * | 2012-02-06 | 2013-09-03 | Contech Engineering Solutions LLC | Concrete culvert assembly and related methods |
US8985897B2 (en) | 2008-02-06 | 2015-03-24 | Oldcastle Precast, Inc. | Method and apparatus for capturing, storing, and distributing storm water |
USD745186S1 (en) | 2012-04-03 | 2015-12-08 | Contech Engineered Solutions LLC | Concrete bridge unit |
USD751216S1 (en) | 2012-02-20 | 2016-03-08 | Contech Engineered Solutions LLC | Concrete bridge unit |
US9546044B2 (en) | 2008-02-06 | 2017-01-17 | Oldcastle Precast, Inc. | Method and apparatus for capturing, storing, and distributing storm water |
US20180050467A1 (en) * | 2016-08-22 | 2018-02-22 | LowSpan LLC | Pre-Stressed Box Culvert and Methods for Assembly Thereof |
US9970166B2 (en) | 2012-02-06 | 2018-05-15 | Contech Engineered Solutions LLC | Concrete bridge system and related methods |
CN110528411A (en) * | 2019-08-24 | 2019-12-03 | 深圳金瑞建设集团有限公司 | A kind of assembly concrete box culvert structure and its construction method |
US10584471B2 (en) | 2017-06-15 | 2020-03-10 | James Bradford Boulton | Integrated retaining wall and fluid collection system |
US11059201B2 (en) * | 2016-08-22 | 2021-07-13 | LowSpan LLC | Pre-stressed box culvert and methods for assembly thereof |
US11536017B2 (en) | 2016-10-26 | 2022-12-27 | Envirokeeper, LLC | Modular precast concrete water storage device and system |
US20230235519A1 (en) * | 2021-05-21 | 2023-07-27 | Alexander B. Schorstein | Storm water and traffic collector box culvert |
-
1926
- 1926-11-08 US US147121A patent/US1734392A/en not_active Expired - Lifetime
Cited By (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2685194A (en) * | 1947-03-10 | 1954-08-03 | Amirikian Arsham | Precast concrete framing construction |
FR2609071A1 (en) * | 1986-12-29 | 1988-07-01 | Bourachot Francois | Reinforced concrete components for the rapid construction of small structures - culverts - surface ducts - underground passages for pedestrians or light vehicles |
US8985897B2 (en) | 2008-02-06 | 2015-03-24 | Oldcastle Precast, Inc. | Method and apparatus for capturing, storing, and distributing storm water |
US8113740B2 (en) | 2008-02-06 | 2012-02-14 | Oldcastle Precast, Inc. | Method and apparatus for capturing, storing, and distributing storm water |
US9546044B2 (en) | 2008-02-06 | 2017-01-17 | Oldcastle Precast, Inc. | Method and apparatus for capturing, storing, and distributing storm water |
US9970166B2 (en) | 2012-02-06 | 2018-05-15 | Contech Engineered Solutions LLC | Concrete bridge system and related methods |
US8523486B2 (en) * | 2012-02-06 | 2013-09-03 | Contech Engineering Solutions LLC | Concrete culvert assembly and related methods |
CN104160093A (en) * | 2012-02-06 | 2014-11-19 | 康泰工程解决方案有限责任公司 | Concrete bridge system and related methods |
CN104160093B (en) * | 2012-02-06 | 2017-02-22 | 康泰工程解决方案有限责任公司 | Concrete bridge system and related methods |
US20130302093A1 (en) * | 2012-02-06 | 2013-11-14 | Scott D. Aston | Concrete bridge system and related methods |
USD751216S1 (en) | 2012-02-20 | 2016-03-08 | Contech Engineered Solutions LLC | Concrete bridge unit |
USD745186S1 (en) | 2012-04-03 | 2015-12-08 | Contech Engineered Solutions LLC | Concrete bridge unit |
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 |
US11536017B2 (en) | 2016-10-26 | 2022-12-27 | Envirokeeper, LLC | Modular precast concrete water storage device and system |
US10584471B2 (en) | 2017-06-15 | 2020-03-10 | James Bradford Boulton | Integrated retaining wall and fluid collection system |
CN110528411A (en) * | 2019-08-24 | 2019-12-03 | 深圳金瑞建设集团有限公司 | A kind of assembly concrete box culvert structure and its construction method |
US20230235519A1 (en) * | 2021-05-21 | 2023-07-27 | Alexander B. Schorstein | Storm water and traffic collector box culvert |
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