US1734392A - Concrete culvert - Google Patents

Concrete culvert Download PDF

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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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holes
units
culvert
tie rods
concrete culvert
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US147121A
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Stuart B Moore
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F5/00Draining 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
    • E01F5/005Culverts ; 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.

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'
US147121A 1926-11-08 1926-11-08 Concrete culvert Expired - Lifetime US1734392A (en)

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Cited By (15)

* Cited by examiner, † Cited by third party
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

Cited By (19)

* Cited by examiner, † Cited by third party
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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