Pre-stressed box culvert and methods for assembly thereof

• US 10,518,440 B2
• Filed: 08/22/2017
• Issued: 12/31/2019
• Est. Priority Date: 08/22/2016
• Status: Active Grant

• Current Assignee: Lowspan LLC
• Original Assignee: Lowspan LLC
• Inventors: Kloet, John
• Primary Examiner(s): Safavi, Michael
• Application Number:
  US15/683,447
• Publication Number:
  US 20180050467A1
• Time in Patent Office: 861 Days
• Field of Search: 405124, 405126, 264228
• CPC Class Codes: B28B 23/04 the elements being stressed
• 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: 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. A pre-stressed concrete box culvert comprising:

a three-sided culvert top section having a pre-stressed top slab, a first sidewall and a second sidewall, wherein the first and the second sidewalls extend orthogonally from opposite ends of the pre-stressed top slab, wherein the pre-stressed top slab has a first plurality of steel tendons extending between the opposite ends of the pre-stressed top slab and applying a compressive force to the pre-stressed top slab, and wherein the first and the second sidewalls each include a free end that has at least one male or female connector; and

a three-sided culvert bottom section having a pre-stressed bottom slab and a third sidewall and a fourth sidewall, wherein the third and the fourth sidewalls extend orthogonally from opposite ends of the pre-stressed bottom slab, wherein the pre-stressed bottom slab has a second plurality of steel tendons extending between the opposite ends of the pre-stressed bottom slab and applying 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 arranged to mate with the at least one corresponding male or female connector at one of the respective free ends of the first and the second sidewalls.

2. The pre-stressed concrete box culvert of claim 1, wherein the three-sided culvert top section is positioned 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.

3. The pre-stressed concrete box culvert of claim 2, wherein a span between inside faces of the first and the second sidewalls is at least 40 feet.

4. The pre-stressed concrete box culvert of claim 2, wherein a span between inside faces of the first and the second sidewalls is at least 55 feet.

5. The pre-stressed concrete box culvert of claim 2, 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 tied together.

6. The pre-stressed concrete box culvert of claim 1, wherein the pre-stressed top slab comprises a first plurality of post-tensioning ducts extending from a first side to a second side of the pre-stressed top slab, and wherein the pre-stressed bottom slab comprises a second plurality of post-tensioning ducts extending from a first side to a second side of the pre-stressed bottom slab.

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

casting a three-sided culvert top section having a pre-stressed top slab, a first sidewall and a second sidewall, wherein the first and the second sidewalls extend orthogonally from opposite ends of the pre-stressed top slab, wherein the pre-stressed top slab has a first plurality of steel tendons extending between the opposite ends of the pre-stressed top slab and applying a compressive force to the pre-stressed top slab, and wherein the first and the second sidewalls each include a free end that has at least one male or female connector; and

casting a three-sided culvert bottom section having a pre-stressed bottom slab and a third sidewall and a fourth sidewall, wherein the third and the fourth sidewalls extend orthogonally from opposite ends of the pre-stressed bottom slab, wherein the pre-stressed bottom slab has a second plurality of steel tendons extending between the opposite ends of the pre-stressed bottom slab and applying 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 arranged to mate with the at least one corresponding male or female connector at one of the respective free ends of the first and the second sidewalls.

8. The method of claim 7, 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.

9. The method claim 8, wherein casting the three-sided culvert top section comprises casting the pre-stressed top slab, the first sidewall, and the second sidewall such that a span between inside faces of the first and the second sidewalls is at least 40 feet.

10. The method claim 8, further comprising:

attaching a fastener 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 tied together.

11. The method of claim 8, further comprising

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

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

arranging a second plurality of steel tendons to extend between opposite ends of a mold for the bottom slab of the three-sided culvert bottom section; and

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

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

13. A pre-stressed concrete box culvert comprising:

a plurality of three-sided culvert top sections each having a pre-stressed top slab, a first sidewall and a second sidewall arranged such that the first and the second sidewalls extend orthogonally from opposite ends of the pre-stressed top slab, wherein the pre-stressed top slab has a first plurality of steel tendons extending between the opposite ends of the pre-stressed top slab and applying a compressive force to the pre-stressed top slab, wherein each of the first and the second sidewalls has a free end that has at least one male or female connector, wherein each of the pre-stressed top slabs of the plurality of three-sided culvert top sections comprises a plurality of post-tensioning ducts extending from a first side to a second side of each pre-stressed top slab, and wherein the plurality of three-sided culvert top sections are arranged adjacent to each other such that the first plurality of post-tensioning ducts in each of the pre-stressed top slabs are aligned with each other forming a first plurality of continuous channels through the pre-stressed top slabs; and

a plurality of three-sided culvert bottom sections each having a pre-stressed bottom slab, a third sidewall and a fourth sidewall arranged such that the third and the fourth sidewalls extend orthogonally from opposite ends of the pre-stressed bottom slab, wherein the pre-stressed bottom slab has a second plurality of steel tendons extending between the opposite ends of the pre-stressed bottom slab and applying a compressive force to the pre-stressed bottom slab, wherein each of the third and the fourth sidewalls has a free end that has at least one male or female connector arranged to mate with the at least one corresponding male or female connector at one of the respective free ends of the first and the second sidewalls, wherein each of the pre-stressed bottom slabs of the plurality of the three-sided culvert bottom sections comprises a plurality of post-tensioning ducts extending from a first side to a second side of each bottom slab, and wherein the plurality of three-sided culvert bottom sections are arranged adjacent to each other such that the second plurality of post-tensioning ducts in each of the pre-stressed bottom slabs are aligned with each other forming a second plurality of continuous channels through the pre-stressed bottom slabs.

14. The pre-stressed concrete box culvert of claim 13, wherein the plurality of three-sided culvert top sections is positioned atop the plurality of three-sided culvert bottom sections such that the pre-stressed top slab of each of the plurality of three-sided culvert top sections is arranged opposite a respective pre-stressed bottom slab of each of the plurality of three-sided culvert bottom sections and wherein the at least one male or female connector of each free end of the first and the second sidewalls of the plurality of three-sided culvert top sections is mated with the at least one corresponding male or female connector of the respective free end of the third and the fourth sidewalls of the plurality of three-sided culvert bottom sections.

15. The pre-stressed concrete box culvert of claim 14, wherein a span between inside faces of each of the first and the second sidewalls is at least 40 feet.

16. The pre-stressed concrete box culvert of claim 14, wherein each joint between adjacent three-sided culvert top sections is positioned such that the joint is approximately aligned with a center of one of the three-sided culvert bottom sections.

17. The pre-stressed concrete box culvert of claim 14, further comprising at least one fastener attached to each three-sided culvert top section and the respective three-sided culvert bottom section such that each three-sided culvert top section and the respective three-sided culvert bottom section are tied together.

18. The pre-stressed concrete box culvert of claim 14, further comprising:

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

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

19. The pre-stressed concrete box culvert 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 first plurality of continuous channels through the pre-stressed top slabs; and

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