Method and apparatus for repairing concrete

• US 6,312,541 B1
• Filed: 11/12/1999
• Issued: 11/06/2001
• Est. Priority Date: 11/12/1999
• Status: Expired due to Fees

• Current Assignee: Hemphill W. Scott
• Original Assignee: Hemphill W. Scott
• Inventors: Hemphill, W. Scott
• Primary Examiner(s): Ball, Michael W.
• Assistant Examiner(s): Piazza, Gladys
• Application Number:
  US09/439,650
• Time in Patent Office: 725 Days
• Field of Search: 156/66, 156/87, 156/91, 156/92, 156/94, 156/98, 156/293, 156/297, 403/267, 403/294, 404/68, 404/100, 404/70, 404/134, 264/36.2, 525/060.5, 525/14, 525/145, 527/07, 527/421.4, 527/421.5, 527/452.1
• US Class Current: 156/95
• CPC Class Codes: E01C 7/147 Repairing concrete pavings, e.g. joining cracked road sections by dowels, applying a new concrete covering applying thin surface layers with other binder E01C7/35; repairing pavings in general E01C11/005; roughening by means of tools E01C11/24
• 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

A method and apparatus for repairing concrete structures utilize a generally flat composite material insert. The insert is inserted into a slot formed in a preexisting section of concrete and bonded to the preexisting section using an adhesive. The insert is installed such that a portion of the insert extends beyond the preexisting structure and into a void where damaged concrete has been removed and where the new concrete is to be poured. The insert then functions to join the preexisting section and the new concrete section. Alternatively, the insert may comprise an extension to attach an external fixture to the concrete section. Alternatively, a slot can be created within two preexisting concrete sections, adhesive added to the slot, and an insert installed in the slot. Again, the insert functions to join the two concrete sections.

Claims

1. A method of repairing concrete comprising:

(A) creating an elongated slot in a wall of an existing concrete section having a top surface, said slot being elongated generally along said wall, wherein said wall is generally perpendicular to said top surface;

(B) inserting an adhesive into said slot;

(C) placing an insert into said slot, wherein said adhesive retains said insert within said slot; and

(D) bonding said insert within said slot using said adhesive.

2. The method of claim 1, further comprising:

pouring new concrete adjacent said wall to immerse said insert in said new concrete; and

curing said new concrete so that said insert joins said existing concrete section to said new concrete.

3. The method of claim 2, wherein said adhesive is added to said slot prior to inserting said insert.

4. The method of claim 2, wherein said adhesive is added to said slot after inserting said insert.

5. The method of claim 2, said insert having a non-cylindrical shape.

6. The method of claim 2, wherein said insert is formed from a composite material that is resistant to corrosion by water.

7. The method of claim 2, wherein step (C) further comprises forming said slot so that said insert extends generally longitudinally along said wall.

8. The method of claim 2, further comprising creating texture on an exterior of said insert to increase bonding of said adhesive and new concrete with said insert.

9. The method of claim 2, further comprising forming cavities in said insert to increase bonding of said adhesive and new concrete with said insert.

10. The method of claim 2, wherein step (A) further comprises cutting said slot in said wall with a rotary saw blade.

11. The method of claim 10, further comprising cutting said slot to have a shape generally approximating a shape of the rotary saw blade.

12. The method of claim 2, wherein step (C) further comprises placing said insert into said slot, wherein said insert generally follows a contour of said slot.

13. The method of claim 2, further comprising removing damaged concrete from said existing concrete section to form a void in said wall of said existing concrete section.

14. The method of claim 2, further comprising pouring said new concrete into an existing void.

15. A method of joining a first concrete section to an adjacent second concrete section defining a void therebetween, the method comprising:

(A) creating an elongated slot in a wall of at least one of the first and second concrete sections, the wall being generally perpendicular to a top surface of the at least one concrete section, and the slot being elongated generally along said wall;

(B) placing an insert into said slot; and

(C) pouring new concrete into the void to immerse said insert in said new concrete.

16. The method of claim 15, further comprising the step of applying an adhesive in said slot to enhance bonding of the at least one concrete section with said insert.