Intelligent reinforcing support for reinforced concrete low-box girders and method for minimally invasive reinforcement
US-12590425-B2 · Mar 31, 2026 · US
US9915045B1 · US · B1
| Field | Value |
|---|---|
| Publication number | US-9915045-B1 |
| Application number | US-201715806869-A |
| Country | US |
| Kind code | B1 |
| Filing date | Nov 8, 2017 |
| Priority date | Nov 8, 2016 |
| Publication date | Mar 13, 2018 |
| Grant date | Mar 13, 2018 |
A practical reading order for non-experts. Skip the full description unless you need deep technical detail.
What the patent document calls the invention.
A short plain-language summary of the technical disclosure.
Who owns or filed the patent and who is credited as inventor.
Filing, priority, publication, and grant dates set the timeline.
The legal scope of protection — read this for what is actually claimed.
Technology tags used to group this patent with similar filings.
Prior art links and similar publications in this corpus.
Official abstract text for this publication.
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.
Opening claim text (preview).
The invention claimed is: 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.
of the box-girder type · CPC title
Structural or constructional details of bridges · CPC title
Bridges characterised by the cross-section of their bearing spanning structure · CPC title
at least partly of bent or otherwise deformed strip- or sheet-like material · CPC title
square- or rectangular-shaped · CPC title
Related publications grouped by family.
Answers are generated from the same data shown on this page.