Prefabricated bridge including steel abutments
View Patent ↗A supported bridge including a prefabricated bridge including a deck and a plurality of girders. The deck is supported above the plurality of girders. The supported bridge further includes, a first and second abutment extending underneath the plurality girders in a direction transverse to the spanwise direction. The transverse abutments are mounted beneath the plurality of girders. The first steel abutment is located toward a first end of the prefabricated bridge and the second steel abutment is located toward a second end of the prefabricated bridge. Each abutment includes a beam and a bottom plate. The beam includes an upper flange, a lower flange, and a web connecting the upper flange and lower flange. The bottom plate is mounted on a bottom surface of the lower flange and has a width that is at least 1.5 times as great as a width of the lower flange.
1. A supported bridge, comprising:
a prefabricated bridge including a deck and a plurality of girders extending in a spanwise direction along the supported bridge, wherein the deck is supported above the plurality of girders; and
first and second steel abutments extending underneath the plurality of girders in a direction transverse to the spanwise direction, each of the first and second steel abutments including an I-beam and a bottom plate, the I-beam including an upper flange, a lower flange, and a web connecting the upper flange and lower flange, wherein the bottom plate is mounted at a bottom surface of the lower flange and has a width that is at least 1.5 times as great as a width of the lower flange,
wherein the first steel abutment is located toward a first end of the prefabricated bridge and the second steel abutment is located toward a second end of the prefabricated bridge.
2. The supported bridge of claim 1 , wherein the girders are I-beam girders, each I-beam girder having an upper flange, a lower flange, and an interconnecting web, wherein the upper flange of each I-beam girder supports the bridge deck and the bottom flange of each I-beam girder is supported on the first and second steel abutments.
3. The supported bridge of claim 1 , wherein, in each steel abutment, the bottom plate has a length that is substantially the same as, or greater than, a length of the I-beam.
4. The supported bridge of claim 1 , wherein each steel abutment further includes a plurality of stiffeners, each stiffener interconnecting the upper flange of the I-beam to the bottom plate, the stiffeners spaced apart along a length of the I-beam.
5. The supported bridge of claim 4 , wherein, in each steel abutment, the plurality of stiffeners include at least first and second end stiffeners at opposite ends of the steel abutment.
6. The supported bridge of claim 5 , wherein, in each steel abutment, the plurality of stiffeners further include one or more intermediate stiffeners at intermediate points along the length of the I-beam.
7. The supported bridge of claim 6 , wherein each steel abutment includes at least one intermediate stiffener aligned with each girder.
8. The supported bridge of claim 6 , wherein each of the one or more intermediate stiffeners is vertically beneath a connection zone between the girder and the steel abutment.
9. The supported bridge of claim 8 , wherein the girders are I-beam girders, and each of the at least one intermediate stiffeners is of substantially planar plate configuration that is aligned with a plane defined by a web of the girder.
10. The supported bridge of claim 1 , wherein each of the first and second steel abutments further includes a keel extending lengthwise along a bottom surface of the bottom plate.
11. The supported bridge of claim 1 , wherein one or more mount plates are placed between the girders and the upper flanges of the I-beams.
12. The supported bridge of claim 1 , wherein, as to each girder:
a first end of the girder is mounted to the first steel abutment by a first connection arrangement and a second end of the girder is mounted to the second steel abutment by a second connection arrangement,
the first connection arrangement includes a first upper mount plate connected to an underside of the girder, a first lower mount plate connected to the upper flange of the first steel abutment and a plurality of bolts passing through aligned holes of the first upper mount plate and the second lower mount plate, and
the second connection arrangement includes a second upper mount plate connected to the underside of the girder, a second lower mount plate connected to the upper flange of the second steel abutment and a plurality of bolts passing through aligned holes of the second upper mount plate and the second lower mount plate.
13. The supported bridge of claim 1 , wherein, as to each girder:
the first upper mount plate is welded to the girder and the first lower mount plate is welded to the upper flange of the first steel abutment, and
the second upper mount plate is welded to the girder and the second lower mount plate is welded to the upper flange of the second steel abutment.
14. A supported bridge, comprising:
a prefabricated bridge including a deck supported by a plurality of steel girders extending in a spanwise direction along the supported bridge, wherein the deck is supported above the plurality of girders; and
first and second steel abutments extending underneath the plurality of girders in a direction transverse to the spanwise direction, wherein the first steel abutment is located toward a first end of the prefabricated bridge and the second steel abutment is located toward a second end of the prefabricated bridge, each abutment including a beam and a bottom plate, the beam including an upper flange, a lower flange, and a web connecting the upper flange and lower flange, wherein the bottom plate is mounted at a bottom surface of the lower flange and has a width that is at least 1.5 times as great as a width of the lower flange,
the first steel abutment includes a stiffener toward each end and one or more intermediate stiffeners located at intermediate points along the length of the first steel abutment, wherein at least one intermediate stiffener is vertically beneath a connection zone between one girder and the first steel abutment, and
the second steel abutment includes a stiffener toward each end and one or more intermediate stiffeners located at intermediate points along the length of the second steel abutment, wherein at least one intermediate stiffener is vertically beneath a connection zone between one girder and the second steel abutment.
15. The supported bridge of claim 14 wherein
the first steel abutment further includes a keel extending lengthwise along a bottom surface of the bottom plate of the first steel abutment; and
the second steel abutment further includes a keel extending lengthwise along a bottom surface of the bottom plate of the second steel abutment.
16. The supported bridge of claim 15 wherein a width of the keel of the first steel abutment is less than 1/10 the width of the bottom plate of the first steel abutment, and a width of the keel of the second steel abutment is less than 1/10 the width of the bottom plate of the second steel abutment.