Modular system and method for concrete crack repair

1. A system for repairing a crack in a concrete installation, the system comprising:

a stitch including a first end segment, a center portion configured to span across the crack, a second end segment, and a tensioning assembly configured to vary a distance between the first end segment and the second end segment; and

an anchor plate coupled to the stitch, the anchor plate including

an anchor bore configured to receive a concrete anchor,

a first bore extending parallel to the anchor bore,

a second bore extending transverse to the anchor bore, and

a groove extending transverse to the first bore and the second bore,

wherein the first bore intersects the groove, and

wherein the second bore intersects the anchor bore.

2. A system for repairing a crack in a concrete installation, the system comprising:

a stitch including a first end segment, a center portion configured to span across the crack, and a second end segment; and

an anchor plate coupled to the stitch, the anchor plate including

an anchor bore configured to receive a concrete anchor,

a first bore extending parallel to the anchor bore,

a second bore extending transverse to the anchor bore, and

a groove located in a bottom side of the anchor plate and extending transverse to

the first bore and the second bore,

wherein the first bore intersects the groove, and

wherein the second bore intersects the anchor bore.

3. The system of claim 2 , wherein the anchor plate is one of a plurality of anchor plates coupled to the stitch, and wherein each of the plurality of anchor plates is identical.

4. The system of claim 2 , wherein the stitch includes a tensioning assembly operable to vary a distance between the first end segment and the second end segment while the stitch is coupled to the anchor plate.

5. The system of claim 2 , wherein the first bore, the second bore, and the groove have substantially equal diameters.

6. The system of claim 2 , wherein the first bore, the second bore, and the groove are each sized to receive at least a portion of the stitch.

7. The system of claim 2 , wherein the stitch is made of cold-rolled steel having a tensile strength of about 90,000 psi to about 115,000 psi.

8. The system of claim 2 , wherein the first end segment and the second end segment are angled relative to the center portion.

9. The system of claim 8 , wherein the first end segment and the second end segment extend in opposite directions from the center portion.

10. The system of claim 2 , wherein the anchor plate includes:

a top side,

the bottom side opposite the top side,

a first lateral side extending between the top side and the bottom side,

a second lateral side extending between the top side and the bottom side,

a third lateral side extending between the top side and the bottom side opposite the first lateral side, and

a fourth lateral side extending between the top side and the bottom side opposite the second lateral side.

11. The system of claim 10 , wherein the first bore and the anchor bore extend through the top side and the bottom side.

12. The system of claim 11 , wherein the second bore extends through the second lateral side.

13. The system of claim 11 , wherein the groove extends through the first lateral side and the third lateral side.

14. A method of repairing a crack in a concrete installation, the method comprising:

providing the system of claim 2 ;

forming a first recess in the concrete installation on a first side of the crack;

forming a second recess in the concrete installation on a second side of the crack opposite the first side;

forming a channel in the concrete installation between the first and second recesses;

applying an epoxy into the first recess, the second recess, and the channel; and

positioning the stitch in the channel such that the center portion of the stitch spans across the crack from the first side to the second side;

coupling the stitch to the anchor plate;

inserting the anchor into the concrete installation through the anchor bore in the anchor plate; and

tightening the anchor into the concrete installation.

15. The method of claim 14 , wherein the stitch is made of cold-rolled steel having a tensile strength of about 90,000 psi to about 115,000 psi.

16. The method of claim 14 ,

wherein positioning the stitch in the channel includes positioning the first end segment of the stitch in the first recess and positioning the second end segment of the stitch in the second recess, and

wherein the first end segment and the second end segment are angled relative to the center portion.

17. The method of claim 16 , wherein coupling the stitch to the anchor plate includes inserting one of the first end segment or the second end segment of the stitch through one of the first bore or the second bore in the anchor plate.