On-grade plates for joints between on-grade concrete slabs

• US 7,637,689 B2
• Filed: 08/11/2006
• Issued: 12/29/2009
• Est. Priority Date: 08/11/2005
• Status: Active Grant

• Current Assignee: Illinois Tool Works Inc.
• Original Assignee: Nigel Parkes, Russell Boxall
• Inventors: Boxall, Russell, Parkes, Nigel
• Primary Examiner(s): Addie; Raymond W
• Application Number:
  US11/464,058
• Publication Number:
  US 20070059096A1
• Time in Patent Office: 1,236 Days
• Field of Search: 404 47- 74
• US Class Current: 404/53
• CPC Class Codes: E01C 11/14 Dowel assembly ; Design or construction of reinforcements in the area of joints coupling devices for prefabricated units E01C5/005; combined with characteristic packings E01C11/08 - E01C11/12; removable holders E01C23/045

Abstract

Embodiments of the invention relate to an on-grade joint-stability system for on-grade concrete slabs. Embodiments of the system may include: a first on-grade concrete-slab portion; a second on-grade concrete-slab portion that is separated from the first on-grade concrete-slab portion by a joint; a first on-grade plate having a first portion and a second portion, the first portion of the first on-grade plate being positioned underneath, and connected to, the first concrete-slab portion, and the second portion of the first on-grade plate being positioned underneath the second concrete-slab portion; and a second on-grade plate having a first portion and a second portion, the first portion of the second on-grade plate being positioned underneath the first concrete-slab portion, and the second portion of the second on-grade plate being positioned underneath, and connected to, the second concrete-slab portion, such that height differentials across the joint are substantially prevented.

Claims

1. An on-grade joint-stability system for substantially restricting relative vertical movement of on-grade concrete-slab portions that meet at a joint that does not require load transfer, the system comprising:

a first on-grade concrete-slab portion;

a second on-grade concrete-slab portion that meets the first on-grade concrete-slab portion at the joint;

multiple, separate first on-grade plates each having a first portion and a second portion, the first portion of each first on-grade plate being positioned underneath, and connected to, in opposition to vertical separation from, the first concrete-slab portion, and the second portion of each first on-grade plate being positioned underneath the second concrete-slab portion; and

multiple, separate second on-grade plates each having a first portion and a second portion, the first portion of each second on-grade plate being positioned underneath the first concrete-slab portion, and the second portion of each second on-grade plate being positioned underneath, and connected to, in opposition to vertical separation from, the second concrete-slab portion;

the first and second on-grade plates having portions, positions and connections as described such that through such portions, positions and connections the first and second on-grade plates substantially restrict relative vertical movement of the first and second on-grade concrete-slab portions that would otherwise result in a height differential across the joint between the first and second on-grade concrete-slab portions;

wherein a substantial quantity of the first and second on-grade plates are tapered such that such plates each have a relatively wider end and a relatively narrower end, and adjacent the joint, have a portion with a gradually decreasing width.

2. The system of claim 1, wherein the joint comprises at least one of a saw cut and a crack between the first and second on-grade concrete-slab portions.

3. The system of claim 1, wherein the first and second on-grade concrete-slab portions are less than approximately five inches deep.

4. The system of claim 1, wherein the first and second on-grade plates are tapered such that the plates each have a width that gradually tapers along the extent of the plates between the relatively wider end and a relatively narrower end.

5. The system of claim 4, wherein the relatively wider ends of the first on-grade plates comprise at least one of a stirrup and a stud for positively connecting the first on-grade plate to the first on-grade concrete slab.

6. The system of claim 5, wherein the relatively wider ends of the second on-grade plates comprise at least one of a stirrup and a stud for positively connecting the second on-grade plate to the second on-grade concrete-slab portion.

7. The system of claim 4, wherein the first and second on-grade plates are generally trapezoidal shaped.

8. The system of claim 4, wherein the first and second on-grade plates are generally triangular shaped.

9. The system of claim 1, wherein the first and second on-grade plates are oriented such that for a range of joint opening dimensions, reduced width of the first plates at the joint due to plate taper is compensated for by increased width of the second plates due to plate taper.

10. The system of claim 1, wherein:

the joint comprises at least one of a saw cut and a crack between the first and second on-grade concrete-slab portions;

the first and second on-grade concrete-slab portions are less than approximately five inches deep;

the first and second on-grade plates are tapered such that the plates each have a width that gradually tapers along the extent of the plates between the relatively wider end and a relatively narrower end;

the relatively wider ends of the first on-grade plates comprise at least one of a stirrup and a stud for positively connecting the first on-grade plate to the first on-grade concrete slab;

the relatively wider ends of the second on-grade plates comprise at least one of a stirrup and a stud for positively connecting the second on-grade plate to the second on-grade concrete-slab portion;

the first and second on-grade plates are generally trapezoidal shaped; and

the first and second on-grade plates are oriented such that for a range of joint opening dimensions, reduced width of the first plates at the joint due to plate taper is compensated for by increased width of the second plates due to plate taper.

11. A method of stabilizing a joint for substantially restricting relative vertical movement of on-grade concrete slab portions that meet at a joint that does not require load transfer, the method comprising:

establishing a positive connection between first portions of multiple, separate first on-grade plates and a first portion of an on-grade concrete slab, in opposition to vertical separation therefrom, wherein second portions of the first on-grade plates are positioned underneath a second portion of the on-grade concrete slab that meets the first portion of the on-grade concrete slab at a joint; and

establishing a positive connection between second portions of multiple, separate second on-grade plates and the second portion of the on-grade concrete slab, in opposition to vertical separation therefrom, wherein the first portions of the second on-grade plates are positioned underneath the first portion of the on-grade concrete slab;

the establishment of the connections and positions as described being such that through such connections and positions, the first and second on-grade plates substantially prevent height differentials across the joint from occurring; and

establishing the connections and positions as described with a substantial quantity of the first and second on-grade plates being tapered such that such plates each have a relatively wider end and a relatively narrower end, and adjacent the joint, have a portion with a gradually decreasing width.

12. The method of claim 11, wherein, if the first portion of the on-grade concrete slab tries to move downward relative to the second portion of the on-grade concrete slab, the first portion of the on-grade concrete slab pushes the first end of the second on-grade plates downward thereby causing the second on-grade plates to pull the second portion of the on-grade concrete slab downward via the positive connection between the second portion of the second on-grade plates and the second portion of the on-grade concrete slab.

13. The method of claim 12, wherein, if the first portion of the on-grade concrete slab tries to move upward relative to the second portion of the on-grade concrete slab, the first portion of the on-grade concrete slab pulls the first end of the first on-grade plates upward, via the positive connection between the first portion of the first on-grade plates and the first portion the on-grade concrete slab thereby causing the second end of the first on-grade plates to push the second portion of the on-grade concrete slab upward.

14. The method of claim 13, wherein, if the second portion of the on-grade concrete slab tries to move downward relative to the first portion of the on-grade concrete slab, the second portion of the on-grade concrete slab pushes the second end of the first on-grade plates downward thereby causing the first on-grade plates to pull the first portion of the on-grade concrete slab downward via the positive connection between the first portion of the first on-grade plates and the first portion of the on-grade concrete slab.

15. The method of claim 14, wherein, if the second portion of the on-grade concrete slab tries to move upward relative to the first portion of the on-grade concrete slab, the second portion of the on-grade concrete slab pulls the second end of the second on-grade plates upward, via the positive connection between the second portion of the second on-grade plates and the second portion the on-grade concrete slab thereby causing the first end of the second on-grade plates to push the first portion of the on-grade concrete slab upward.

16. The method of claim 11, wherein the first and second on-grade plates are oriented such that for a range of joint opening dimensions, reduced width of the first plates at the joint due to plate taper is compensated for by increased width of the second plates due to plate taper.

17. For use in creating an on-grade joint-stability system for substantially restricting relative vertical movement of on-grade concrete-slab portions that meet at a joint that does not require load transfer, the on-grade concrete-slab portions including portions, panels and slabs poured independently of each other and portions poured together as one slab and then separated into portions, panels or slabs, and the on-grade slab portions including a first on-grade concrete-slab portion, and a second on-grade concrete-slab portion that meets the first on-grade concrete-slab portion at the joint, apparatus comprising:

multiple, separate first on-grade plates each having a first portion and a second portion, the first portion of the first on-grade plates being positioned underneath, and connected to, in opposition to vertical separation therefrom, the first concrete-slab portion, and the second portion of the first on-grade plates being positioned underneath the second concrete-slab portion; and

multiple, separate second on-grade plates each having a first portion and a second portion, the first portion of the second on-grade plates being positioned underneath the first concrete-slab portion, and the second portion of the second on-grade plates being positioned underneath, and connected to, in opposition to vertical separation therefrom, the second concrete-slab portion;

the first and second on-grade plates having portions, positions and connections as described such that through such portions, positions and connections the first and second on-grade plates substantially restrict relative vertical movement of the first and second on-grade concrete-slab portions that would otherwise result in a height differential across the joint between the first and second on-grade concrete-slab portions; and

wherein a substantial quantity of the first and second on-grade plates are tapered such that the plates each have a relatively wider end and a relatively narrower end, and adjacent the joint, have a portion with a gradually decreasing width.

18. The apparatus of claim 17, wherein the first and second on-grade plates are oriented such that for a range of joint opening dimensions, reduced width of the first plates at the joint due to plate taper is compensated for by increased width of the second plates due to plate taper.

19. For use in creating an on-grade joint-stability system for substantially restricting relative vertical movement of on-grade concrete-slab portions that meet at a joint, the on-grade concrete-slab portions including portions, panels and slabs poured independently of each other and portions poured together as one slab and then separated into portions, panels or slabs, and the on-grade slab portions including a first on-grade concrete-slab portion, and a second on-grade concrete-slab portion that meets the first on-grade concrete-slab portion at the joint, apparatus comprising:

multiple, separate first on-grade plates each having a first portion and a second portion, the first portion of the first on-grade plates constructed and arranged to be positioned underneath, and connected to, in opposition to vertical separation therefrom, the first concrete-slab portion, and the second portion of the first on-grade plates being constructed and arranged to be positioned underneath the second concrete-slab portion; and

multiple, separate second on-grade plates each having a first portion and a second portion, the first portion of the second on-grade plates being constructed and arranged to be positioned underneath the first concrete-slab portion, and the second portion of the second on-grade plates being constructed and arranged to be positioned underneath, and connected to, in opposition to vertical separation therefrom, the second concrete-slab portion;

the first and second on-grade plates having portions, positions and connections as described such that when the first and second on-grade plates are positioned as described, then through such portions, positions and connections the first and second on-grade plates substantially restrict relative vertical movement of the first and second on-grade concrete-slab portions that would otherwise result in a height differential across the joint between the first and second on-grade concrete-slab portions;

wherein the first and second on-grade plates are tapered such that the plates each have a relatively wider end and a relatively narrower end, and adjacent the joint, have a portion with a gradually decreasing width.

20. The apparatus of claim 19, wherein the first and second on-grade plates are oriented such that for a range of joint opening dimensions, reduced width of the first plates at the joint due to plate taper is compensated for by increased width of the second plates due to plate taper.