Granted Patent B2

US 12,264,475 · App. 18/156,242 · Granted Apr 1, 2025

Inventors: Ronald D. Shaw (Costa Mesa, CA); Jeff Counterman (Costa Mesa, CA)

Assignee: SHAW CRAFTSMEN CONCRETE, LLC

E04C5/0645E04B5/32E04B2005/324E04B2103/02

Abstract

Claims (27)

1. A method of laying one or more concrete topping slabs over an existing concrete structure, the method comprising:

providing a concrete form defining an area on a surface of the concrete structure;

drilling a plurality of holes into the surface of the concrete structure within the area;

attaching a slip-dowel receiving sheath to the concrete form, the slip-dowel receiving sheath extending parallel to the surface of the concrete structure along an axis;

inserting a plurality of bent metal bars into respective ones of the plurality of holes such that a first end portion of each bent metal bar is received in the respective one of the plurality of holes and a second end portion of each bent metal bar extends in a common direction parallel to the axis; and

pouring a concrete mixture over the surface of the concrete structure and about the slip-dowel receiving sheath and the second end portions of the plurality of bent metal bars.

2. The method of claim 1 , wherein the plurality of bent metal bars includes a pair of bent metal bars on either side of the slip-dowel receiving sheath in a direction orthogonal to the axis.

3. The method of claim 1 , further comprising providing a slip sheet on the surface of the concrete structure prior to said pouring the concrete mixture.

4. The method of claim 1 , wherein the second end portion of each bent metal bar is bent ninety degrees relative to the first end portion of the corresponding bent metal bar.

5. The method of claim 1 , wherein the area defined by the concrete form is adjacent to at least one already-cured concrete topping slab.

6. A method of laying one or more concrete topping slabs over an existing concrete structure, the method comprising:

providing a concrete form defining an area on a surface of the concrete structure adjacent to an already-cured concrete topping slab having a slip-dowel receiving sheath, the slip-dowel receiving sheath extending parallel to the surface of the concrete structure along an axis;

drilling at least two holes into the surface of the concrete structure within the area;

securing a first end portion of at least two bent metal bars in respective ones of the at least two holes with a second end portion of each bent metal bar extending in a common direction parallel to the axis;

inserting a slip-dowel into the slip-dowel receiving sheath of the already-cured concrete topping slab so as to protrude therefrom; and

pouring a concrete mixture over the surface of the concrete structure and about the second end portions of the at least two bent metal bars and the slip-dowel protruding from the already-cured concrete topping slab.

7. The method of claim 6 , wherein the at least two bent metal bars include a pair of bent metal bars on either side of the slip-dowel in a direction orthogonal to the axis.

8. The method of claim 6 , further comprising providing a slip sheet on the surface of the concrete structure prior to said pouring the concrete mixture.

9. The method of claim 6 , wherein the second end portion of each bent metal bar is bent ninety degrees relative to the first end portion of the corresponding bent metal bar.

10. A method of laying one or more concrete topping slabs over an existing concrete structure, the method comprising:

drilling a plurality of holes into a surface of the concrete structure within an area on the surface of the concrete structure defined at least in part by one or more adjacent already-cured concrete topping slabs, at least one of the one or more adjacent already already-cured concrete topping slabs having a slip-dowel receiving sheath, the slip-dowel receiving sheath extending parallel to the surface of the concrete structure along an axis;

securing a first end portion of at least two bent metal bars in respective ones of the at least two holes with a second end portion of each bent metal bar extending in a common direction parallel to the axis;

inserting a slip-dowel into the slip-dowel receiving sheath so as to protrude therefrom; and

pouring a concrete mixture over the surface of the concrete structure to form the one or more concrete topping slabs, the concrete mixture being poured about the second end portions of the at least two bent metal bars and the slip-dowel protruding from the at least one of the one or more adjacent already-cured concrete topping slabs.

11. The method of claim 10 , wherein a pair of the at least two bent metal bars are on either side of the slip-dowel in a direction orthogonal to the axis.

12. The method of claim 10 , further comprising providing a slip sheet on the surface of the concrete structure prior to said pouring the concrete mixture.

13. The method of claim 10 , wherein the second end portion of each bent metal bar is bent ninety degrees relative to the first end portion of the corresponding bent metal bar.

Assignments (1)

Continuity (2)

References Cited (223)