Folded steel plate bridge system

• US 9,915,045 B1
• Filed: 11/08/2017
• Issued: 03/13/2018
• Est. Priority Date: 11/08/2016
• Status: Active Grant

• Current Assignee: The Florida International University Board of Trustees (State University System of Florida)
• Original Assignee: The Florida International University Board of Trustees (State University System of Florida)
• Inventors: Azizinamini, Atorod
• Primary Examiner(s): Addie, Raymond W
• Application Number:
  US15/806,869
• Time in Patent Office: 125 Days
• Field of Search: 14 24, 14 771, 52848
• CPC Class Codes: E01D 19/00 Structural or constructional details of bridges
• CPC Class Codes: E01D 2/00 Bridges characterised by the cross-section of their bearing spanning structure
• CPC Class Codes: E01D 2/04 of the box-girder type
• CPC Class Codes: E04C 2003/0465 square- or rectangular-shaped
• CPC Class Codes: E04C 3/07 at least partly of bent or otherwise deformed strip- or sheet-like material

Abstract

Folded plate girders can be connected end to end to form a cambered girder, wherein a connector system including a peripheral connecting flange secures adjacent girders in series at the desired camber arc or angle.

Claims

1. A folded plate girder having a bottom side with flanges and a channel therebetween and further comprising a connector system comprising:

a splice plate fixedly attached to a first end face of folded plate girder, wherein the splice plate is attached at an obtuse angle relative to a longitudinal length of the girder;

a filler plate positioned within the channel and fixedly attached to the flanges and the splice plate;

such that, when the splice plates of two folded plate girders are connected, a bottom side of the girders forms an obtuse arc.

2. The folded plate girder, according to claim 1, wherein the splice plate is attached to the end face to form an inside flange and an outside flange.

3. The folded plate girder, according to claim 1, further comprising bolt holes in the splice plate.

4. The folded plate girder, according to claim 2, further comprising bolt holes in the outside flange.

5. The folded plate girder, according to claim 4, further comprising bolt holes in the inside flange.

6. The folded plate girder, according to claim 1, wherein the obtuse arc formed between the bottom ends of two connected girders is between about 181°

and about 190°

.

7. The folded plate girder, according to claim 6, wherein the two connected girders further comprise camber of between approximately 0.5 inches per 40 feet of girder length and approximately 2.0 inches per 40 feet of girder length.

8. The folded plate girder, according to claim 1, further comprising a splice plate attached to a second end face the folded plate girder.

9. A method for attaching folded plate girders to impart camber between the girders, the method comprising:

A. providing at least two folded plate girders having a bottom side with flanges and a channel therebetween and further comprising a connector system comprising,

a splice plate fixedly attached to a first end face of folded plate girder, the splice plate being attached at an obtuse angle relative to a longitudinal length of the girder;

a filler plate positioned within the channel and fixedly attached to the flanges and the splice plate; and

B. connecting the splice plate on the first end face of one folded plate girder to the splice plate on the first end face of another folded plate girder, such that an obtuse angle is formed between the bottom sides of the connected folded plate girders.

10. The method, according to claim 9, wherein the splice plates are attached to the end faces to form an inside flange and an outside flange.

11. The method, according to claim 9, further comprising bolt holes in the outside flange of the splice plate.

12. The method, according to claim 11, further comprising bolt holes in the inside flange of the splice plate.

13. The method, according to claim 9, wherein the obtuse arc formed between the bottom ends of two connected girders is between about 181°

and about 190°

.

14. The method, according to claim 13, wherein the two connected girders further comprise camber of between approximately 0.5 inches per 40 feet of girder length and approximately 2.0 inches per 40 feet of girder length.

15. The method, according to claim 9, further comprising a splice plate attached to a second end face of the at least two folded plate girders, wherein the method further comprises:

C. connecting the splice plate on a first end face of another folded girder to the splice plate on the second end face of one of the connected folded plate girders thereby forming another obtuse angle between the bottom sides of one of the previously connected folded plate girders and the other folded plate girder attached thereto; and

D. repeating step C until sufficient folded plate girders are attached.

16. A kit for joining folded plate girders comprising:

a folded plate girder having a bottom side with flanges and a channel therebetween and further comprising a connector system comprising;

a splice plate having a plurality of bolt holes and fixedly attached to an end face of folded plate girder, wherein the splice plate is attached at an obtuse angle relative to a longitudinal length of the girder and bolt holes in the splice plate;

a filler plate positioned within the channel and fixedly attached to the flanges and the splice plate; and

a plurality of bolts for connecting the splice plate of one folded plate girder to the splice plate of another folded plate girder, such that, when the splice plates of two folded plate girders are connected, a bottom side of the girders forms an obtuse arc.

17. The kit according to claim 16, further comprising a splice plate attached to a second end face of the at least two folded plate girders.

18. The kit according to claim 17, further comprising one or more additional folded plate girders for connecting to the splice plates at the second end of an attached splice plate.

19. The kit, according to claim 18, wherein the obtuse arc formed between the bottom ends of two connected girders is between about 181°

and about 190°

.

20. The kit, according to claim 18, wherein the two connected girders further comprise camber of between approximately 0.5 inches per 40 feet of girder length and approximately 2.0 inches per 40 feet of girder length.