Rectangular load plate

• US 7,736,088 B2
• Filed: 07/13/2006
• Issued: 06/15/2010
• Est. Priority Date: 07/13/2006
• 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:
  US11/457,394
• Publication Number:
  US 20080014018A1
• Time in Patent Office: 1,433 Days
• Field of Search: 404/56, 404/37, 404/38, 404/48, 404/49, 404/50, 404/51, 404/53, 249/207, 249/9
• US Class Current: 404/60
• 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 generally rectangular load plate for transferring loads between a first cast-in-place slab and a second cast-in-place slab separated by a joint. The load plate being adapted to transfer load between the first and second slabs directed essentially perpendicular to the intended upper surface of the first slab, and allowing relative movement between adjacent concrete slabs along the joint between the slabs with minimal joint opening between the slabs. A pocket former embedded within the first slab may also be included to position the load plate and create void space on the sides of the load plate to permit the relative movement. A compressible material along the side of the load plate may also be used to permit the relative movement. Neither the void space created by the pocket former nor the compressible material are dependent upon the existence of a significant gap in the joint between the concrete slabs.

Claims

1. A concrete joint load plate system for transferring loads across a joint between two adjacent concrete on-ground cast-in-place slab panels, and for providing significant relative movement longitudinally along the joint between the two adjacent slab panels even where the joint opens only enough to overcome the interface friction between slab panels, the load plate system comprising:

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

removeable formwork for the casting of the first concrete on-ground cast-in-place slab panel, the formwork adapted and configured to be installed before the casting of the first slab panel to thereby define a first joint surface of the first slab panel, and removed from the first slab panel before the casting of a hereinafter-identified second concrete on-ground cast-in-place slab panel;

a second concrete on-ground cast-in-place slab panel cast in part in the location of the removed formwork and against the first joint surface of the first slab panel such as to experience interface friction of the second slab panel with the first slab panel;

a joint between the first and second slab panels, wherein an essentially planar upper surface of the first slab panel is essentially perpendicular to a joint surface of the first slab panel, and a longitudinal axis of the joint is formed by an intersection of the joint surface of the first slab panel and the upper surface of the first slab panel;

a generally rectangular load plate having upper and lower surfaces, a length, a non-tapering width that remains essentially constant along essentially the entire length of the load plate, and a thickness between the upper and lower surfaces that is essentially less than one-eighth of the width of the load plate;

a pocket former configured to receive the load plate, the pocket former having collapsible fins that are configured to position the received load plate during installation, the pocket former adapted and configured to be mounted to the removable formwork in the area in which the first slab panel is to be cast, to remain in the area and be embedded in the first slab panel by being separated from and not removed with the formwork when the formwork is removed, and to receive a load plate upon the removal of the formwork;

the second slab panel being substantially free of interconnection to the first slab apart from the interface friction of the second slab panel with the first slab panel and apart from load transfer caused by load plates;

whereby a first end of the load plate protrudes into the pocket former, and a second end of the load plate protrudes into the second slab panel such that the load plate'"'"'s width is oriented essentially parallel to the longitudinal axis of the joint, the load plate'"'"'s length is oriented perpendicular to the joint surface of the first slab panel, and the load plate is configured to transfer between the first and second slab panels a load applied to either slab panel directed essentially perpendicular to the upper surface of the first slab panel, and the load plate does not place unneeded material farther from the joint where loading is significantly reduced compared with loads closer to the joint;

whereby relative movement along the longitudinal axis of the joint between the concrete slab panels is permitted when the fins of the pocket former collapse to allow the load plate to close a generally rectangular void space created by the fins; and

the plate, pocket former, fins, slab panels and joint constructed and arranged as described such that the system provides significant relative movement longitudinally along the joint between the slab panels where the joint opens only enough to overcome the interface friction between the slab panels.

2. The system of claim 1 wherein the width of the load plate is essentially greater than or equal to the length of the load plate.

3. The system of claim 1, wherein the load plate is essentially square.

4. Concrete joint load plate apparatus for use in transferring a load across a joint between first and second cast-in-place slab panels, and for providing significant relative movement longitudinally along the joint between the two adjacent slab panels even where the joint opens only enough to overcome the interface friction between slab panels, the joint having an essentially planar joint surface essentially perpendicular to an essentially planar intended upper surface of the first slab panel, the joint surface being formed by removable formwork that is adapted and configured to be installed before the casting of the first slab panel and removed from the first slab panel before the casting of the second slab panel, the second slab panel being substantially free of interconnection to the first slab panel apart from interface friction of the second slab panel with the first slab panel and apart from load transfer caused by the joint load plate apparatus, the interface friction brought into existence by the second slab panel being cast in the part of the removable formwork when removed and against the first joint surface of the first slab panel, the joint load plate apparatus comprising:

a pocket former adapted to be mounted to the removable formwork in the area in which the first slab panel is to be cast, to remain in the area and be embedded within the first slab panel such that an essentially planar top surface and an essentially planar bottom surface of the pocket former are essentially parallel to the intended upper surface of the first slab panel, the top and bottom surfaces of the pocket former each having a width oriented parallel to an intersection between the joint surface and the upper surface of the first slab panel;

a generally rectangular load plate having essentially planar upper and lower surfaces, a length, a non-tapering width that remains essentially constant along essentially the entire length of the load plate and that is essentially greater than or equal to the length, and a thickness between the upper and lower surfaces, the load plate being adapted to be inserted into the pocket former, the remaining portion of the load plate being adapted to be embedded in the second slab panel; and

the pocket former adapted to position the load plate within the pocket former such that the load plate'"'"'s width is oriented essentially parallel to the longitudinal axis of the joint, and the load plate'"'"'s length is oriented perpendicularly to the joint surface of the first slab panel, thereby leaving generally rectangular void spaces along opposite sides of the load plate to allow relative movement of the load plate within the pocket former with respect to the concrete slab panel that the pocket former is encased within, along the longitudinal axis of the joint, and such that the load plate does not place unneeded material farther from the joint where loading is significantly reduced compared with loads closer to the joint;

the load plate and the pocket former being adapted to transfer between the first and second slab panels any load applied to either the first or second slab panels in a direction perpendicular to the intended upper surface of the first slab panel, and

the load plate, pocket former, slab panels and joint being constructed and arranged as described such that the apparatus provides significant relative movement longitudinally along the joint between the slab panels where the joint opens only enough to overcome the interface friction between the slab panels.

5. The apparatus of claim 4 wherein the pocket former has collapsible fins configured to position the load plate and create generally rectangular void spaces along opposite sides of the load plate.

6. The apparatus of claim 4 wherein a second pocket former with collapsible fins is used on the end of the load plate protruding into the second concrete slab panel.