Hybrid composite concrete bridge and method of assembling

• US 10,494,779 B2
• Filed: 03/12/2019
• Issued: 12/03/2019
• Est. Priority Date: 03/12/2018
• Status: Active Grant

• Current Assignee: University of Maine System Board of Trustees
• Original Assignee: University of Maine System Board of Trustees
• Inventors: Dagher, Habib J., Anderson, James M., Davids, William G., Clapp, Joshua D.
• Primary Examiner(s): Addie, Raymond W
• Application Number:
  US16/299,825
• Publication Number:
  US 20190276994A1
• Time in Patent Office: 266 Days
• Field of Search: 14 73, 14 745, 14 771, 14 78
• CPC Class Codes: E01D 19/125 Grating or flooring for bridges waterproofing thereof E01D19/083; floors in general E04B5/00
• CPC Class Codes: E01D 2/00 Bridges characterised by the cross-section of their bearing spanning structure
• CPC Class Codes: E01D 21/00 Methods or apparatus specially adapted for erecting or assembling bridges
• CPC Class Codes: E01D 2101/26 reinforced
• CPC Class Codes: E01D 2101/40 Plastics
• CPC Class Codes: E04C 3/28 of materials not covered by groups E04C3/04 - E04C3/20
• CPC Class Codes: E04C 3/291 with apertured web

Abstract

An elongated girder for use in a bridge includes a girder body having a modified V-shaped cross section. The body includes longitudinally extending webs defining sides of the girder, a bottom flange extending between the webs, and top flanges extending outwardly from the webs.

Claims

1. An elongated girder for use in a bridge comprising:

a girder body having a modified V-shaped cross section, the body including;

longitudinally extending webs defining sides of the girder;

a bottom flange extending between the webs;

top flanges extending outwardly from the webs, wherein upwardly facing surfaces of the top flanges have a roughened surface configured to promote shear transfer; and

strengthening material positioned in an interior of the girder at only the distal ends thereof to prevent crippling of the girder at a bridge abutment upon which the distal ends are placed, the strengthening material extending between the longitudinally extending webs, wherein the strengthening material is one of concrete, a plate of solid composite material, and a truss-type brace.

2. The elongated girder according to claim 1, wherein the top flanges have a corrugated surface.

3. The elongated girder according to claim 1, further including a plurality of shear connectors extending outwardly from the top flanges.

4. The elongated girder according to claim 3, wherein the shear connectors are bolts mounted in apertures formed in the top flanges.

5. The elongated girder according to claim 1, wherein each web is formed at an acute angle from a line extending perpendicularly from the bottom flange, and wherein the elongated girder is configured to be stacked and nested within another one of the elongated girders.

6. The elongated girder according to claim 5, wherein the girder body is formed from fiber reinforced polymer (FRP).

7. The elongated girder according to claim 5, wherein at least a portion of the webs have a sandwich type construction and are formed from a layer of one of foam and balsa between two layers of solid composite material, and wherein the bottom flange and the top flanges are formed from solid composite material.

8. The elongated girder according to claim 7, wherein the composite material is FRP.

9. A hybrid composite concrete bridge system comprising:

a plurality of elongated girders, each girder having a modified V-shaped cross section and including longitudinally extending webs defining sides of the girder, a bottom flange extending between the webs, top flanges extending outwardly from the webs, wherein upwardly facing surfaces of the top flanges have a roughened surface configured to promote shear transfer, and a plurality of shear connectors extending outwardly from the top flanges, wherein each girder is formed from fiber reinforced polymer (FRP), and wherein the plurality of girders are configured to be mounted between bridge abutments that define ends of a hybrid composite concrete bridge;

strengthening material positioned in an interior of the girders at only the distal ends thereof to prevent crippling of the girders at the bridge abutments upon which the distal ends are placed, the strengthening material extending between webs, wherein the strengthening material is one of concrete, a plate of solid composite material, and a truss-type brace; and

a plurality of reinforced concrete deck panels configured for attachment to the girders, the reinforced concrete deck panels including pairs of parallel channels in a lower surface thereof, wherein the reinforced concrete deck panels are positioned on the girders such that the shear connectors on each of the top flanges are positioned inside one of the channels.

10. The hybrid composite concrete bridge system according to claim 9, wherein at least a portion of the webs have a sandwich type construction and are formed from a layer of one of foam and balsa between two layers of solid composite material, and wherein the bottom flange and the top flanges are formed from solid composite material.

11. The hybrid composite concrete bridge system according to claim 9, wherein the composite material is FRP.

12. The hybrid composite concrete bridge system according to claim 9, wherein when the concrete deck panels are attached to the girders, no portion of the concrete deck panels extend below the top flanges.

13. The hybrid composite concrete bridge system according to claim 9, wherein the top flanges are braced together with X-bracing in a horizontal plane.

14. The hybrid composite concrete bridge system according to claim 9, further including concrete grout within the parallel channels and about the shear connectors therein to further secure the concrete deck panels to the elongated girders, wherein the bridge system is configured to support a weight of the concrete deck panels prior to the concrete grout within the parallel channels being fully cured.

15. The hybrid composite concrete bridge system according to claim 9, wherein the shear connectors are steel bolts.

16. The hybrid composite concrete bridge system according to claim 15, wherein the top flanges are formed to have a bolt bearing strength sufficient to achieve composite action between the top flanges and the concrete deck panels.

17. The hybrid composite concrete bridge system according to claim 16, wherein the top flanges are formed to further have a combined bolt bearing strength that is also at least equal to a compressive strength of the plurality of reinforced concrete deck panels.

18. The hybrid composite concrete bridge system according to claim 15, wherein the upwardly facing surfaces of the top flanges have a corrugated surface, and wherein a combination of the corrugated surface and a clamping force from the steel bolts promotes shear transfer between each girder and the concrete deck panels.

19. A hybrid composite concrete bridge system comprising:

a plurality of elongated girders, each girder having a modified V-shaped cross section and including longitudinally extending webs defining sides of the girder, a bottom flange extending between the webs, top flanges extending outwardly from the webs, wherein upwardly facing surfaces of the top flanges have a roughened surface configured to promote shear transfer, and a plurality of shear connectors extending outwardly from the top flanges, wherein each girder is formed from fiber reinforced polymer (FRP), and wherein the plurality of girders are configured to be mounted between bridge abutments that define ends of a hybrid composite concrete bridge;

strengthening material positioned in an interior of the girders at only the distal ends thereof to prevent crippling of the girders at the bridge abutments upon which the distal ends are placed, the strengthening material extending between webs, wherein the strengthening material is one of concrete, a plate of solid composite material, and a truss-type brace; and

a cast-in-place (CIP) reinforced concrete deck formed over one of removable and stay-in-place formwork positioned over the girders.

20. A method of forming a hybrid composite concrete bridge system comprising:

mounting a plurality of elongated girders between bridge abutments that define ends of a hybrid composite concrete bridge;

positioning strengthening material in an interior of the girders at only the distal ends thereof to prevent crippling of the girders at the bridge abutments upon which the distal ends are placed, the strengthening material extending between webs, wherein the strengthening material is one of concrete, a plate of solid composite material, and a truss-type brace; and

attaching a plurality of reinforced concrete deck panels to the girders;

wherein each girder has a modified V-shaped cross section and includes longitudinally extending webs defining sides of the girder, a bottom flange extending between the webs, top flanges extending outwardly from the webs, wherein upwardly facing surfaces of the top flanges have a roughened surface configured to promote shear transfer, and a plurality of shear connectors extending outwardly from the top flanges, and wherein each girder is formed from fiber reinforced polymer (FRP);

wherein the reinforced concrete deck panels include pairs of parallel channels in a lower surface thereof, wherein the reinforced concrete deck panels are positioned on the girders such that the shear connectors on each of the top flanges are positioned inside one of the parallel channels;

wherein only one of a crane truck and a deck crane is used to perform each of the steps of positioning the elongated girders between the bridge abutments, positioning the concrete deck panels sequentially from an end of a bridge being formed by driving the one of a crane truck and a deck crane over previously installed concrete deck panels, and applying grout within the parallel channels and around the shear connectors.

21. The method according to claim 20, further including:

delivering the plurality of elongated girders to a bridge to the construction site in a stacked, nested configuration, such that 15 elongated girders may be stacked, nested and transported on one flatbed truck for the construction of between three and four bridge systems.

22. The method according to claim 20, further including the step of tightening the plurality of shear connectors to create a clamping force between the top flanges and the reinforced concrete deck panels.