Self alignment structure for applications joining extruded members

• US 9,915,046 B2
• Filed: 12/15/2015
• Issued: 03/13/2018
• Est. Priority Date: 12/15/2015
• Status: Active Grant

• Current Assignee: HFW Solutions, Inc.
• Original Assignee: HFW Solutions, Inc.
• Inventors: Allen, Casey Dean, Tweedy, Bryan Matthew
• Primary Examiner(s): Addie, Raymond W
• Application Number:
  US14/968,909
• Publication Number:
  US 20170167090A1
• Time in Patent Office: 819 Days
• Field of Search: 14 73, 14 731, 525921
• CPC Class Codes: B23K 20/122 using a non-consumable tool, e.g. friction stir welding
• CPC Class Codes: B23K 2101/24 Frameworks
• CPC Class Codes: B23K 2103/10 Aluminium or alloys thereof
• CPC Class Codes: E01D 19/125 Grating or flooring for bridges waterproofing thereof E01D19/083; floors in general E04B5/00
• CPC Class Codes: E01D 21/00 Methods or apparatus specially adapted for erecting or assembling bridges
• CPC Class Codes: E01D 2101/34 non-ferrous, e.g. aluminium

Abstract

A self alignment structure for joining extruded members. The self-aligning structure includes one or more decking members including an upper panel and a lower panel connected by webbing members. One side of the decking member has a void space between the upper panel and lower panel and another side the decking member may have a vertical webbing member between the upper panel and the lower panel. The self aligning structure further includes an upper shelf and lower shelf, each shelf extending horizontally relative to the vertical webbing member. The shelves being operable to align a neighboring decking member, forming abutment joints in preparation for a friction stir welding process.

Claims

1. An aluminum decking structure configured to be assembled using friction stir welding, comprising

a first bridge decking member having an upper and lower panel connected by webbing members therebetween,

a second bridge decking member having an upper and lower panel connected by webbing therebetween,

wherein the area of the upper panels extending away from the center of the first and second members comprise flanges with ends operable to form an abutment joints therebetween;

and

wherein the first bridge decking member further comprises an upper shelf extending horizontally beneath the abutment joint formed by the upper flanges;

a lower shelf extending horizontally above the abutment joint formed by the lower flanges, and

wherein the upper and lower shelf are connected by a vertical webbing member therebetween; and

wherein the thickness of the aluminum forming the upper panel is thicker than the aluminum forming the lower panel.

2. The structure of claim 1, wherein the second decking member has a void space between the upper and lower panels, and wherein the void space is filled by the vertical webbing member and upper and lower shelves of the first decking member.

3. The structure of claim 2, wherein the upper shelf of the first decking member has a horizontal face and wherein the horizontal face is in contact with the lower surface of the upper flange of the second member.

4. The structure of claim 3, wherein the lower shelf of the first decking member has a horizontal face and wherein the horizontal face is in contact with the upper surface of the lower flange of the second member.

5. The structure of claim 4, wherein the webbing members of the first decking member form a triangle.

6. The structure of claim 4, further comprising extruded aluminum.

7. The structure of claim 4, wherein the webbing members of the first decking member alternate between an angled position and a vertical position.

8. The structure of claim 7, wherein the webbing members of the second decking member alternate between an angled position and a vertical position.

9. The structure of claim 8, wherein the vertical webbing member connecting the upper and lower shelves of the first decking member continue the alternation of angled positions and vertical positions as between the first and second decking members.

10. The structure of claim 7, wherein the webbing members of the second decking member form a triangle.

11. The structure of claim 10, wherein the vertical webbing member connecting the upper and lower shelves of the first decking member forms a triangle an angular webbing member of the second decking member in the void space of the second decking member.

12. A bridge decking structure configured to be assembled using friction stir welding, wherein the structure comprises

a bridge decking member including an upper panel and a lower panel connected by webbing members therebetween,

a side of the bridge decking member having a void space between the upper panel and the lower panel,

an other side of the bridge decking member having a vertical webbing member between the upper panel and the lower panel,

an upper shelf extending horizontally away from the vertical webbing member between the upper panel and lower panel operable to align an upper panel of a neighboring decking member, forming an upper abutment joint, and

a lower shelf extending horizontally away from the vertical webbing member operable to align a lower panel of the neighboring webbing member, forming a lower abutment joint;

and

wherein each of the bridge decking member and the neighboring decking member include a webbing member extending at an angle between the upper and lower panels and terminating proximate to the upper abutment joint; and

a flange with a blunt vertical end extending from the upper panel on the side of the neighboring decking member to rest on the upper shelf, wherein the height of the blunt vertical end is greater than the thickness of the upper panel and greater than the length of the upper shelf to thereby provide a weld joint thicker than the thickness of the upper panel.

13. The structure of claim 12, further comprising a plurality of triangles formed by the webbing members between the upper and lower panels.

14. The structure of claim 12, wherein the angular webbing members and the vertical webbing member form a pair of symmetrical triangles when viewed from an end of the bridge decking structure, and wherein the vertical webbing member forms a leg of both of the pair of symmetrical triangles.

15. The structure of claim 12, further comprising a flange with a blunt vertical end extending from the lower panel on the side of the neighboring decking member.

16. The structure of claim 15, further comprising two perpendicular abutment surfaces formed by the flange of the upper panel and upper shelf extending from the side of the decking member having a vertical webbing member, and two perpendicular abutment surfaces formed by the flange of the lower panel and lower shelf extending from the side of the decking member having a vertical webbing member.

17. The structure of claim 16, wherein the blunt vertical end of the flange extending from the upper panel on the side of the neighboring decking member is configured to align with the two perpendicular abutment surfaces formed by the flange of the upper panel and the upper shelf extending from the side of the decking member having a vertical webbing member.

18. The structure of claim 17, wherein the blunt vertical end of the flange extending from the lower panel on the side of the neighboring decking member is configured to align with the two perpendicular abutment surfaces formed by the flange of the lower panel and the lower shelf extending from the side of the decking member having a vertical webbing member.

19. A decking structure configured to be assembled using a friction stir welding process, wherein the structure comprises

a decking member including an upper panel and a lower panel connected by webbing members therebetween,

a side of the decking member having a void space between the upper panel and the lower panel,

an other side of the decking member having a vertical webbing member between the upper panel and the lower panel,

an upper shelf extending horizontally above from the vertical webbing member between the upper panel and lower panel operable to align an upper panel of a neighboring decking member, forming an upper abutment joint, and

a lower shelf extending horizontally below from the vertical webbing member operable to align a lower panel of the neighboring webbing member, forming a lower abutment joint;

and

wherein the abutment joints including vertically and horizontally extending abutting surfaces and wherein the vertically extending abutting surfaces of the upper abutment joint are to be welded by the friction stir welding process to form a weld joint and wherein the vertical webbing member is aligned directly beneath the upper abutment joint and the vertically extending abutting surface to thereby provide support to the upper abutment joint from vertical forces applied during the friction stir welding process; and

wherein each of the bridge decking member and the neighboring decking member include a webbing member extending at an angle between the upper and lower panels and terminating at one end proximate to the upper abutment joint and the vertical member and at the other end away from the lower abutment joint and the vertical member to thereby form a pair of triangles and provide support for the weld joint, and wherein the vertical member is a leg of both of the pair of triangles.

20. The decking structure of claim 19, wherein the decking member comprises aluminum and wherein thickness of the aluminum forming the upper panel is thicker than the aluminum forming the lower panel.