Load transfer plate for in situ concrete slabs

• US 7,481,031 B2
• Filed: 09/13/2002
• Issued: 01/27/2009
• Est. Priority Date: 09/13/2001
• Status: Expired due to Term

• Current Assignee: Illinois Tool Works Inc.
• Original Assignee: Nigel K. Parkes, Russell Boxall
• Inventors: Parkes, Nigel K., Boxall, Russell
• Primary Examiner(s): Chilcot, Jr.; Richard E.
• Assistant Examiner(s): Gilbert; William V
• Application Number:
  US10/489,380
• Publication Number:
  US 20040187431A1
• Time in Patent Office: 2,328 Days
• Field of Search: 523/93, 523/95, 523/96, 523/960.2, 523/960.5, 525/851, 524/26, 524/35, 526/77, 523/960.4, 523/960.7, 523/960.8, 523/960.9, 524/02, 404/47, 404/52, 404/56, 404/57, 404/58, 404/60, 404/59, 404/51, 404/55, 404 61- 67, 404134-136
• US Class Current: 52/396.02
• 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

A tapered load plate transfers loads across a joint between adjacent concrete floor slabs. The top and bottom surfaces may taper from approximately 4 inches wide to a narrow substantially pointed end over a length of approximately 12 inches. The tapered load plate accommodates differential shrinkage of cast-in-place concrete slabs. When adjacent slabs move away from each other, the narrow end of the tapered load plate moves out of the void that it created in the slab thus allowing the slabs to move relative to one another in a direction parallel to the joint. Tapered load plates may be assembled into a load-plate basket with the direction of the taper alternating from one tapered load plate to the next to account for off-center saw cuts. A tapered load plate and an end cap may be used to provide load transfer across an expansion joint.

Claims

1. A system for transferring loads across a joint between concrete on-ground cast-in-place slabs, the system comprising:

a first concrete on-ground cast-in-place slab;

a second concrete on-ground cast-in-place slab;

an expansion joint separating the first and second slabs, wherein the joint is oriented substantially perpendicular to a substantially planar upper surface of the first slab, and a longitudinal axis of the joint is formed by an intersection of the joint and the upper surface of the first slab;

a load-plate end cap embedded within the first slab;

a tapered load plate having a width measured in a direction substantially parallel to said longitudinal axis, and having only one relatively wide portion and only one relatively narrow portion, that tapers from said relatively wide portion, said taper from said relatively wide portion being a generally progressive reduction of said width of said load plate as said load plate extends from said wide portion across said expansion joint, said taper including said generally progressive reduction of said width continuing past said expansion joint as said load plate extends to said relatively narrow portion, the wide portion protruding into said first slab and a portion of the end cap, and the narrow end protruding into the second slab, such that the load plate transfers between the first and second slabs a load applied to either of the slabs directed substantially perpendicular to the upper surface of the first slab; and

whereby the load plate restricts relative movement between the first and second slabs in a direction substantially perpendicular to the upper surface of the first slab, and the load plate moves farther into the end cap as the joint closes via the first and second slabs moving toward each other in a direction substantially perpendicular to the joint.

2. The system of claim 1, further comprising:

a second load-plate end cap embedded within the second slab;

a second tapered load plate having a width measured in a direction substantially parallel to said longitudinal axis, and having only one relatively wide portion and only one relatively narrow portion, that tapers from said relatively wide portion, said taper from said relatively wide portion of said second plate being a generally progressive reduction of said width of said second load plate as said second load plate extends from said second load plate wide portion across said expansion joint, said taper including said generally progressive reduction of said width continuing past said expansion joint as said second load plate extends to said relatively narrow portion, the wide portion protruding into said second slab and a portion of the second end cap, and the narrow portion protruding into the first slab, such that the load plate transfers between the first and second slabs a load applied to either of the slabs directed substantially perpendicular to the upper surface of the first slab; and

whereby the second load plate restricts relative movement between the first and second slabs in a direction substantially perpendicular to the upper surface of the first slab, and the second load plate moves farther into the second end cap as the joint closes via the first and second slabs moving toward each other in a direction substantially perpendicular to the joint.

3. The system of claim 2, wherein the tapered load plates each have a length measured perpendicular to the joint that is substantially greater than the wide portions.

4. The system of claim 2, wherein the tapered load plates'"'"' wide portions are wide ends.

5. The system of claim 4, wherein the tapered load plates'"'"' narrow ends taper to respective substantially pointed ends.

6. The system of claim 2, further comprising a tapered-load-plate basket that positions the tapered load plates before the slabs are cast in place.

7. A system for restricting certain movement, accommodating certain other movement and transferring loads between a first concrete on-ground cast-in-place slab and a second concrete on-ground cast-in-place slab, the system comprising the slabs and further comprising:

a joint interposing the first and second slabs, at least the first slab having a substantially planar upper surface, at least a portion of the joint being initially defined by at least one of a crack, cut or a form oriented substantially perpendicular to the substantially planar upper surface of the first slab, wherein a longitudinal axis of the joint is formed by an intersection of the cut or form and the upper surface of the first slab and wherein the joint is subject to opening through a range of joint opening dimensions and beyond;

a first tapered load plate and a second tapered load plate that each have a taper, protrude into the first and second slabs and have an extent across the joint such that the load plates span the joint and transfer between the first and second slabs a load applied to either of the slabs directed substantially perpendicular to the upper surface of the first slab;

the tapered load plates each having a width measured parallel to the longitudinal axis of the joint;

the width of each tapered load plate generally tapering from a relatively wide location in the extent of each plate across the joint to a relatively narrow portion such that, as the joint opens, a tapered gap opens between the load plate and the slab near the narrow end portion such that the slabs are allowed increasingly greater relative movement in the direction substantially parallel to the longitudinal axis of the joint; and

wherein the first and second tapered load plates are oriented such that for at least the range of joint opening dimensions, reduced width of one load plate at the narrowest width in the joint of the one load plate due to plate taper is compensated for by increased width of the other load plate in the joint due to opposing plate taper, such that for at least the range of joint opening dimensions, the combined widths of the first and second tapered load plates in the joint is consistently adequate for load transfer across the joint;

whereby the tapered load plates restrict relative movement between the first and second slabs in a direction substantially perpendicular to the upper surface of the first slab, allow the joint to open by allowing the first and second slabs to move away from each other in a direction substantially perpendicular to the joint, allow for increasingly greater relative movement in a direction substantially parallel to the longitudinal axis of the joint as the joint opens, and maintain consistently adequate load transfer across the joint.

8. The system of claim 7, wherein the tapered load plates each have a length measured perpendicular to the joint that is substantially greater than the wide portions.

9. The system of claim 7, wherein:

the tapered load plates'"'"' wide portions are wide ends; and

the tapered load plates'"'"' narrow portions staper to respective substantially pointed ends.

10. The system of claim 7, further comprising a tapered-load-plate basket that positions the tapered load plates before the slabs are cast in place.

11. The system of claim 7 or 10, wherein the joint is a saw-cut control joint.

12. The system of claim 11, wherein the first tapered load plate'"'"'s wide portion protrudes into the first slab and the second tapered load plate'"'"'s wide portion protrudes into the second slab.

13. A system for transferring loads between a first concrete on-ground cast-in-place slab and a second concrete on-ground cast-in-place slab, the system comprising:

a joint separating the first and second slabs, at least a portion of the joint being initially defined by a partial depth saw cut that results in a crack below the saw cut, wherein a longitudinal axis of the joint is formed by an intersection of the saw cut and the upper surface of the first slab;

a first load plate and a second load plate that each protrude into the first and second slabs such that the load plates transfer between the first and second slabs a load applied to either of the slabs directed substantially perpendicular to the upper surface of the first slab;

whereby the load plates restrict relative movement between the first and second slabs in a direction substantially perpendicular to the upper surface of the first slab, and the load plates allow the joint to open by allowing the first and second slabs to move away from each other in a direction substantially perpendicular to the joint;

the load plates each having a width measured parallel to the longitudinal axis of the joint; and

wherein the width of each load plate generally tapers from a relatively wide portion near the joint to at least one relatively narrow end in at least one of the slabs such that, as the joint opens, the slabs are allowed increasingly greater relative movement in a direction substantially parallel to the longitudinal axis of the joint; and

wherein the tapered load plates define a cross section of tapered load plate material spanning the joint, and the cross section remains substantially constant between the saw cut being positioned on-center relative to the tapered load plates and the saw cut being, in at least one position of the saw cut, off-center relative to the tapered load plates.

14. The system of claim 13, wherein the load plates taper to respective substantially pointed ends.

15. The system of claim 13, further comprising a load-plate basket that positions the load plates before the slabs are cast in place.

16. The system of claim 13, wherein the first load plate'"'"'s relatively narrow end protrudes into the first slab and the second load plate'"'"'s relatively narrow end protrudes into the second slab.

17. The system of claim 13, wherein the width of each load plate generally tapers from a relatively wide end to the relatively narrow end.

18. The system of claim 17, wherein the first relatively narrow end tapers to a first substantially pointed end.

19. The system of claim 18, wherein the second relatively narrow end tapers to a second substantially pointed end.