Pre-Stressed Box Culvert and Methods for Assembly Thereof

• US 20200130229A1
• Filed: 12/30/2019
• Published: 04/30/2020
• Est. Priority Date: 08/22/2016
• Status: Active Grant

• Current Assignee: Lowspan LLC
• Original Assignee: Lowspan LLC
• Inventors: Kloet, John
• Granted Patent: US 11,059,201 B2
• Time in Patent Office: Days
• CPC Class Codes: B28B 23/04 the elements being stressed
• CPC Class Codes: B28B 23/046 Post treatment to obtain pre-stressed articles
• CPC Class Codes: B28B 7/0091 Transformable moulds allowing the change of shape of an initial moulded preform by preform deformation or the change of its size by moulding on the preform
• CPC Class Codes: B28B 7/241 Detachable assemblies of mould parts providing only in mutual co-operation a number of complete moulding spaces
• CPC Class Codes: E01F 5/005 Culverts underground siphons E02D29/08; tunnels or galleries E21D; pipes in general F16L; Head-structures for culverts, or for drainage-conduit outlets in slopes

Abstract

A pre-stressed concrete box culvert includes a three-sided culvert top section having a pre-stressed top slab, a first sidewall and a second sidewall. The first and the second sidewalls extend orthogonally from opposite ends of the pre-stressed top slab, and the first and the second sidewalls each include a free end that has at least one male or female connector. The pre-stressed concrete box culvert includes a three-sided culvert bottom section having a pre-stressed bottom slab and a third sidewall and a fourth sidewall. The third and the fourth sidewalls extend orthogonally from opposite ends of the pre-stressed bottom slab, and the third and the fourth sidewalls each include a free end that has at least one male or female connector to mate with the at least one corresponding male or female connector arranged at one of the respective free ends of the first and the second sidewalls.

Claims

1. An apparatus, comprising:

at least one three-sided culvert top section having a pre-stressed top slab, a first sidewall and a second sidewall, wherein the pre-stressed top slab has a first end and a second end arranged parallel to and opposite to each other and a first side and a second side arranged parallel to and opposite to each other such that the pre-stressed top slab is formed as a parallelogram having two obtuse angles and two acute angles, wherein the first sidewall extends orthogonally from the first end of the pre-stressed top slab and the second sidewall extends orthogonally from the second end of the pre-stressed top slab, wherein the pre-stressed top slab has a plurality of steel tendons extending between the first end and the second end of the pre-stressed top slab thereby imparting a compressive force to the pre-stressed top slab.

2. The apparatus of claim 1, wherein the two acute angles of the pre-stressed top slab range from 15 degrees to 65 degrees.

3. The apparatus of claim 1, further comprising a plurality of bolt pockets in a top surface of the pre-stressed top slab adjacent to one or more of the first side or the second side of the pre-stressed top slab, wherein each bolt pocket has a channel that has a first depth in the top surface of the pre-stressed top slab and a cavity that has a second depth in the top surface of the pre-stressed top slab, wherein the second depth is greater than the first depth, thereby forming a shoulder in each bolt pocket.

4. The apparatus of claim 1, wherein the pre-stressed top slab comprises a first plurality of post-tensioning ducts extending from the first side to the second side of the pre-stressed top slab.

5. The apparatus of claim 1, further comprising:

a three-sided culvert bottom section having a pre-stressed bottom slab, a third sidewall, and a fourth sidewall, wherein the pre-stressed bottom slab has a first end and a second end arranged parallel to and opposite to each other and a first side and a second side arranged parallel to and opposite to each other such that the pre-stressed bottom slab is formed as a parallelogram having two obtuse angles and two acute angles, wherein the third sidewall extends orthogonally from the first end of the pre-stressed bottom slab and the fourth sidewall extends orthogonally from the second end of the pre-stressed bottom slab, wherein the pre-stressed bottom slab has a plurality of steel tendons extending between the first end and the second end of the pre-stressed bottom slab thereby imparting a compressive force to the pre-stressed bottom slab; and

wherein the third and the fourth sidewalls each include a free end that has at least one male or female connector configured to mate with at least one corresponding male or female connector arranged at respective free ends of the first sidewall and the second sidewall of the three-sided culvert top section.

6. The apparatus of claim 4, further comprising at least one fastener attached to both the three-sided culvert top section and the three-sided culvert bottom section such that the three-sided culvert top section and the three-sided culvert bottom section are coupled to each other.

7. A method for assembling a pre-stressed culvert comprising:

casting a three-sided culvert top section having a top slab, a first sidewall and a second sidewall, wherein the top slab has a first end and a second end arranged parallel to and opposite to each other and a first side and a second side arranged parallel to and opposite to each other such that the top slab is formed as a parallelogram having two obtuse angles and two acute angles, wherein the first sidewall extends orthogonally from the first end of the top slab and the second sidewall extends orthogonally from the second end of the top slab; and

applying a compressive force to the top slab.

8. The method of claim 7, further comprising:

casting a three-sided culvert bottom section having a bottom slab, a third sidewall, and a fourth sidewall, wherein the bottom slab has a first end and a second end arranged parallel to and opposite to each other and a first side and a second side arranged parallel to and opposite to each other such that the bottom slab is formed as a parallelogram having two obtuse angles and two acute angles, wherein the third sidewall extends orthogonally from the first end of the bottom slab and the fourth sidewall extends orthogonally from the second end of the bottom slab, and wherein the third and the fourth sidewalls each include a free end that has at least one male or female connector configured to mate with at least one corresponding male or female connector arranged at respective free ends of the first sidewall and the second sidewall of the three-sided culvert top section; and

applying a compressive force to the bottom slab.

9. The method of claim 8, further comprising:

positioning the three-sided culvert top section atop the three-sided culvert bottom section such that the pre-stressed top slab is arranged opposite the pre-stressed bottom slab and wherein the at least one male or female connector of each free end of the first and the second sidewalls is mated with the at least one corresponding male or female connector of the respective free end of the third and the fourth sidewalls.

10. The method of claim 7, further comprising

arranging a first plurality of steel tendons to extend between opposite ends of a mold configured to cast the top slab of the three-sided culvert top section;

and

placing the first plurality of steel tendons under tension prior to concrete curing in the mold.

11. The method of claim 7, wherein casting the three-sided culvert top section comprises casting the top slab to include a first plurality of post-tensioning ducts extending from the first side to the second side of the top slab.

12. The method of claim 8, wherein casting the three-sided culvert bottom section comprises casting the bottom slab to include a second plurality of post-tensioning ducts extending from a first side to a second side of the bottom slab.

13. An apparatus, comprising:

a first plurality of three-sided culvert top sections each having a pre-stressed top slab, a first sidewall and a second sidewall, wherein each of the pre-stressed top slabs has a first end and a second end arranged parallel to and opposite to each other and a first side and a second side arranged parallel to and opposite to each other such that each of the pre-stressed top slabs is formed as a parallelogram having two obtuse angles and two acute angles, wherein the first sidewall extends orthogonally from the first end of each the pre-stressed top slabs and the second sidewall extends orthogonally from the second end of each of the pre-stressed top slabs, wherein each of the pre-stressed top slabs has a plurality of steel tendons extending between the first end and the second end thereby imparting a compressive force to each of the pre-stressed top slabs, wherein each of the pre-stressed top slabs has a plurality of post-tensioning ducts extending from the first side to the second side, and wherein the plurality of three-sided culvert top sections are arranged adjacent to each other such that the plurality of post-tensioning ducts in each of the pre-stressed top slabs are aligned with each other forming a plurality of continuous channels through the pre-stressed top slabs.

14. The apparatus of claim 13, further comprising:

at least one post-tensioning tendon disposed in one of the plurality of continuous channels through the plurality of pre-stressed top slabs.

15. The apparatus of claim 14, further comprising:

a first anchor plate and a second anchor plate each coupled to opposite ends of the at least one post-tensioning tendon disposed in one of the plurality of continuous channels through the plurality of pre-stressed top slabs.

16. The apparatus of claim 13, wherein the two acute angles of each of the pre-stressed top slabs range from 15 degrees to 65 degrees.

17. The apparatus of claim 13, further comprising:

a plurality of bolt pockets in a top surface of each of the pre-stressed top slabs adjacent to one or more of the first side or the second side of the pre-stressed top slabs, wherein the plurality of bolt pockets in each of the pre-stressed top slabs are aligned with each other.

18. The apparatus of claim 17, wherein each bolt pocket has a channel that has a first depth in the top surface of the pre-stressed top slab and a cavity that has a second depth in the top surface of the pre-stressed top slab, wherein the second depth is greater than the first depth, thereby forming a shoulder in each bolt pocket, the apparatus further comprising:

a plurality of bolts each having a threaded shaft and a first flange arranged at a first end and a second flange arranged at a second end, each of the plurality of bolts having the first flange disposed in one of the plurality of bolt pockets of one of the plurality of three-sided culvert top sections and the second flange disposed in the aligned bolt pocket of an adjacent three-sided culvert top section.

19. The apparatus of claim 13, further comprising:

a second plurality of three-sided culvert top sections each having a pre-stressed top slab, a first sidewall and a second sidewall, wherein each of the pre-stressed top slabs has a first end and a second end arranged parallel to and opposite to each other and a first side and a second side arranged parallel to and opposite to each other such that each of the pre-stressed top slabs is formed as a rectangle having four right angles, wherein the first sidewall extends orthogonally from the first end of each of the pre-stressed top slabs and the second sidewall extends orthogonally from the second end of each of the pre-stressed top slabs, wherein each of the pre-stressed top slabs has a plurality of steel tendons extending between the first end and the second end thereby imparting a compressive force to each of the pre-stressed top slabs, wherein each of the pre-stressed top slabs has a plurality of post-tensioning ducts extending from the first side to the second side, and wherein the second plurality of three-sided culvert top sections are arranged adjacent to each other such that the plurality of post-tensioning ducts in each of the pre-stressed top slabs are aligned with each other forming a plurality of continuous channels through the pre-stressed top slabs; and

wherein the first plurality of three-sided culvert top sections forms a first segment of a culvert and the second plurality of three-sided culvert top sections forms a second segment of the culvert.

20. The apparatus of claim 19, wherein the second segment has a linear arrangement, and wherein the first segment has (i) a linear arrangement disposed at an angle relative to the linear arrangement of the second segment or (ii) has a curved arrangement.