Structural element reinforcement systems and methods
Systems for reinforcement of structural elements such as piles, posts, pillars, and pipes are disclosed. The present invention features reinforced structural elements. The reinforced structural elements may include a sleeve structure positioned around a length of the structural element such that there is a chamber between the structural element and the sleeve structure. This chamber may be filled with concrete or another core filler material so as to reinforce the structural element. The sleeve structures of the present invention may be formed by the assembly of multiple staggered segmented layers of coupled reinforcing shells such as rigid, semi-rigid, or flexible fiber-reinforced shells.
1. A reinforced structural element ( 400 ), comprising:
a. a structural element ( 402 ) extending along an axis ( 404 );
b. a sleeve structure ( 410 ) disposed around a length ( 412 ) of the structural element ( 402 ) such that there is a chamber ( 406 ) between the structural element ( 402 ) and the sleeve structure ( 410 ), wherein the sleeve structure ( 410 ) comprises:
i. a segmented layer ( 412 ), comprising a plurality of stacked segments ( 416 ) which each surround the structural element ( 402 ) and a plurality of horizontal seams ( 418 ) between the segments ( 416 ), the segments ( 416 ) disposed along the axis ( 404 ), wherein each segment ( 416 ) comprises two or more reinforcing shells ( 420 ) and two or more vertical seams ( 424 ) between the reinforcing shells ( 420 ); and
ii. a splicer layer ( 480 ), comprising a plurality of splicers ( 482 ) attached to the segmented layer ( 412 ), wherein each splicer ( 482 ) is aligned with one or more of the seams of the segmented layer ( 412 ); and
c. a core filler material ( 426 ) disposed within the chamber ( 406 ) between the sleeve structure ( 410 ) and the structural element ( 402 ) so as to reinforce the structural element ( 402 ).
2. The structural element of claim 1 , wherein one or more of the plurality of splicers ( 482 ) are curved so as to contour around the segmented layer ( 412 ) or within the segmented layer ( 412 ).
3. The structural element of claim 1 , wherein one or more of the plurality of splicers ( 482 ) are horizontal splicers ( 484 ) each configured to span across a horizontal seam ( 418 ).
4. The structural element of claim 3 , wherein a length of each horizontal splicer ( 484 ) is such that an integer number of horizontal splicers ( 484 ) substantially spans the entire horizontal seam ( 418 ) between two segments ( 416 ).
5. The structural element of claim 1 , wherein one or more of the plurality of splicers ( 482 ) are vertical splicers ( 486 ) each configured to span across a vertical seam ( 424 ).
6. The structural element of claim 5 , wherein a length of each vertical splicer ( 486 ) is such that each vertical splicer ( 486 ) fits between two horizontal splicers ( 484 ) at either end of a segment ( 416 ).
7. The structural element of claim 1 , wherein one or more of the plurality of splicers ( 482 ) are cross splicers ( 488 ) each configured to span across both a horizontal seam ( 418 ) and a vertical seam ( 424 ).
8. The structural element of claim 1 , wherein each of the plurality of splicers ( 482 ) and each of the reinforcing shells ( 420 ) has one or more splicer fastening holes ( 492 ) to allow the splicers to be fixed to the reinforcing shells ( 420 ) via screws, bolts, hooks, tabs, or splicer rivets ( 490 ).
9. The structural element of claim 1 wherein each of the plurality of splicers ( 482 ) is fixed to the reinforcing shells ( 420 ) via an adhesive.
10. The structural element of claim 1 , wherein each of the plurality of splicers ( 482 ) comprises a metal, plastic, carbon fiber, or composite material.
11. The structural element of claim 1 , wherein each of the plurality of splicers ( 482 ) is rigid.
12. The structural element of claim 1 , wherein each of the plurality of splicers ( 482 ) is flexible.
13. The structural element of claim 1 , wherein each of the plurality of splicers ( 482 ) attached to a reinforcing shell ( 420 ).
14. The structural element of claim 1 , wherein a centerline of each splicer ( 482 ) is aligned with one of the seams of the segmented layer ( 412 ) such that the splicer ( 482 ) overlaps each of the reinforcing shells ( 420 ) on either side of the seam by about the same overlap distance.
15. The structural element of claim 1 , wherein one or more of the splicers ( 482 ) have a centerline tab protruding along the centerline of the spacer into one of the seams of the segmented layer ( 412 ) so as to align the splicer ( 482 ) with the seam.
16. A system for reinforcing a structural element ( 402 ), comprising:
a. a plurality of reinforcing shells ( 420 ) configured to form a sleeve structure ( 410 ) around a length ( 405 ) of the structural element ( 402 ) such that there is a chamber ( 406 ) between the structural element ( 402 ) and the sleeve structure ( 410 ), wherein the sleeve structure ( 410 ) comprises:
i. a segmented layer ( 412 ), comprising a plurality of stacked segments ( 416 ) and a plurality of horizontal seams ( 418 ) between the segments ( 416 ), the segments ( 416 ) disposed along an axis ( 404 ), wherein each segment ( 416 ) comprises two or more reinforcing shells ( 420 ) and two or more vertical seams ( 424 ) between the reinforcing shells ( 420 );
wherein each of the reinforcing shells ( 420 ) is attached to one or more splicers ( 482 ) configured to span one or more seams of the segmented layer ( 412 ) when the reinforcing shells ( 420 ) are assembled to form the segmented layer ( 412 ).
17. The system of claim 16 , additionally comprising a core filler material ( 426 ) configured to fill the chamber ( 406 ) between the sleeve structure ( 410 ) and the structural element ( 402 ) so as to reinforce the structural element ( 402 ).
18. The system of claim 16 , wherein each splicer ( 482 ) and corresponding reinforcing shell ( 420 ) form a single unit.
19. The system of claim 16 , wherein each reinforcing shell ( 420 ) is attached to one horizontal splicer ( 484 ) and one vertical splicer ( 486 ) prior to installation of the system.
20. A sleeve structure ( 410 ) for reinforcement of a structural element ( 402 ), the sleeve structure ( 410 ) comprising:
a. a plurality of reinforcing shells ( 420 ) configured to form a sleeve structure ( 410 ) around a length ( 405 ) of the structural element ( 402 ) such that there is a chamber ( 406 ) between the structural element ( 402 ) and the sleeve structure ( 410 ), wherein the sleeve structure ( 410 ) comprises:
i. a segmented layer ( 412 ), comprising a plurality of stacked segments ( 416 ) and a plurality of horizontal seams ( 418 ) between the segments ( 416 ), the segments ( 416 ) disposed along an axis ( 404 ), wherein each segment ( 416 ) comprises two or more reinforcing shells ( 420 ) and two or more vertical seams ( 424 ) between the reinforcing shells ( 420 ); and
ii. a plurality of splicers ( 482 ) attached to the segmented layer ( 412 ), wherein each splicer ( 482 ) is aligned with one or more of the seams of the segmented layer ( 412 ).