Pre-stressed FRP-concrete composite structural members

• US 6,123,485 A
• Filed: 02/03/1998
• Issued: 09/26/2000
• Est. Priority Date: 02/03/1998
• Status: Expired due to Fees

• Current Assignee: University of Central Florida (State University System of Florida)
• Original Assignee: University of Central Florida (State University System of Florida)
• Inventors: Mirmiran, Amir, Shahawy, Mohsen
• Primary Examiner(s): Taylor, Dennis L.
• Application Number:
  US09/018,114
• Time in Patent Office: 966 Days
• Field of Search: 405/232, 405/216, 405/253, 405/254, 405/255, 405/256, 405/252, 52/721.4, 52/723.1, 52/724.5, 52/736.3, 52/737.4, 52/738.1
• US Class Current: 405/252
• CPC Class Codes: E02D 31/02 against ground humidity or ground water E02D31/06 takes precedence; arrangements other than according to E02D31/04; against hydraulic pressure of groundwater E02D31/10
• CPC Class Codes: E04C 3/29 built-up from parts of different material, i.e. composite structures
• CPC Class Codes: E04C 3/34 of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings E04C3/36 takes precedence
• CPC Class Codes: E04G 2023/0251 by using fiber reinforced plastic elements
• CPC Class Codes: E04G 2023/0255 whereby the fiber reinforced plastic elements are stressed
• CPC Class Codes: E04G 23/02 Repairing, e.g. filling cracks; Restoring; Altering; Enlarging compositions of filling material C04B; strengthening, widening, repairing of bridges E01D22/00; drying damp layers by temporary mechanical ventilation E04B1/7092
• CPC Class Codes: E04G 23/0218 Increasing or restoring the load-bearing capacity of building construction elements E04G23/0203 and E04G23/0266 take precedence

Abstract

Fiber reinforced plastic FRP formed about concrete piles and columns. The FRP components generally includes an exterior shell and an interior protruding portions. The concrete filled FRP tubes are enhanced by prestressing the concrete core, thereby increasing the bond with the tube and placing the tube in an active hoop tension. The prestressing can be developed by either post-tensioning a series of strands(or tendons) that are placed inside the core, or by using expansive core materials which do expand upon curing and will therefore impose an active pressure on the confining tube. The bond can be developed by either internal resin grids, FRP spirals, FRP orthotropic grids, sand-resin coating, bonding agent or protruded ribs. The system can be used as a fender pile, bearing pile, bridge pier column, or any structural column. The system can be made by pultrusion, SCRIMP, REM, centrifugal methods or hand lay-up. The invention can additionally enhance the compressive, flexural and shear strengths of concrete support columns and piles especially for infrastructures such as bridges, buildings and the like used in hurricane and seismic zone locations.

Claims

1. A fiber reinforced plastic(FRP) composite member for increasing the compressive, flexural and shear strengths of concrete columns and supports, comprising in combination:

an exterior shell having a contiguous side wall perimeter formed from a fiber reinforced plastic(FRP);

a cement core within the shell; and

a separate interior surface layer of protruding portions other than only vertical longitudinal ribs, structurally associated with and substantially covering the interior surface of the exterior shell, the interior surface layer being directly located between the shell and the core provides a bond and shear transfer medium between the shell and the core.

2. The fiber reinforced plastic(FRP) composite member of claim 1, wherein the interior surface layer includes:

a grid having vertical and horizontal oriented cross-members.

3. The fiber reinforced plastic(FRP) composite member of claim 2, wherein the grid is formed from:

resin.

4. The fiber reinforced plastic(FRP) composite member of claim 1, wherein the interior surface layer includes:

spirals structurally associated with and substantially covering the interior surface of the exterior shell.

5. The fiber reinforced plastic(FRP) composite member of claim 4, wherein the spirals are formed from:

FRP materials.

6. The fiber reinforced plastic(FRP) composite member of claim 1, wherein the interior surface layer includes:

orthotropic grids structurally associated with and substantially covering the interior surface of the exterior shell.

7. The fiber reinforced plastic(FRP) composite member of claim 1, wherein the interior surface layer includes:

a sand and resin coating structurally associated with and substantially covering the interior surface of the exterior shell.

8. The fiber reinforced plastic(FRP) composite member of claim 1, wherein the interior surface layer includes:

a bonding agent structurally associated with and substantially covering the interior surface of the exterior shell.

9. The fiber reinforced plastic(FRP) composite member of claim 1, further comprising:

means for pre-stressing the cement core to the adhering layer and the interior surface of the exterior shell.

10. The fiber reinforced plastic(FRP) composite member of claim 9, wherein the means for pre-stressing includes:

tendons.

11. The fiber reinforced plastic(FRP) composite member of claim 1, further comprising:

a second shell formed from a fiber reinforced plastic(FRP) and concrete core; and

coupler means for connecting first shell to the second shell end-to-end.

12. The fiber reinforced plastic(FRP) composite member of claim 11, wherein the coupler means includes:

an interior sleeve for fitting about an exterior portion of the first shell and the second shell.

13. The fiber reinforced plastic(FRP) composite member of claim 11, wherein the coupler means includes:

an interior sleeve for fitting about an interior portion of the first shell and the second shell.

14. The fiber reinforced plastic(FRP) composite member of claim 11, wherein the coupler means includes:

interior bars chosen from;

dowels and rebars.

15. The fiber reinforced plastic(FRP) composite member of claim 11, wherein the coupler includes:

a side attachment means for attaching the end-to-end first shell and the second shell, to a perpendicular building support.

16. A fiber reinforced plastic(FRP) composite member for increasing the compressive, flexural and shear strengths of concrete columns and supports, comprising in combination:

an exterior shell having a contiguous side wall perimeter formed from a fiber reinforced plastic(FRP);

a cement core within the shell; and

a separate interior surface layer of different orientation protruding portions, the separate interior surface layer structurally associated with and substantially covering the interior surface of the exterior shell, the interior surface layer being directly located between the shell and the core provides a bond and shear transfer medium between the shell and the core.

17. A fiber reinforced plastic(FRP) composite member for increasing the compressive, flexural and shear strengths of concrete columns and supports, comprising in combination:

an exterior shell having a contiguous side wall perimeter formed from a fiber reinforced plastic(FRP);

a cement core within the shell; and

a separate interior surface layer chosen from at least one of a bonding agent, and a sand and resin coating, the interior surface layer structurally associated with and substantially covering a substantial surface of the interior surface of the exterior shell, the interior surface layer being directly located between the shell and the core provides a bond and shear transfer medium between the shell and the core.