Monolithic concrete wall expansion joint system

• US 7,926,235 B2
• Filed: 12/01/2009
• Issued: 04/19/2011
• Est. Priority Date: 12/07/2006
• Status: Active Grant

• Current Assignee: Shaw & Sons Inc
• Original Assignee: Shaw & Sons Inc
• Inventors: Shaw, Lee A., Shaw, Ronald D.
• Primary Examiner(s): Glessner; Brian E
• Assistant Examiner(s): PEVARSKI, BENJAMIN J
• Application Number:
  US12/628,906
• Publication Number:
  US 20100071290A1
• Time in Patent Office: 504 Days
• Field of Search: 523/93, 523/95, 523/960.2, 523/960.4, 523/960.5, 525/731, 527/421.4, 527/450.9
• US Class Current: 52/396.02
• CPC Class Codes: E04B 1/483 Shear dowels to be embedded in concrete
• CPC Class Codes: E04B 1/6812 Compressable seals of solid form

Abstract

An expansion joint system for a wall is provided herein wherein a first concrete wall component is substantially separated from a second concrete wall component via a rigid plate such that contraction of the first concrete wall component does not create significant stresses in the first or second concrete wall component so as to create cracks in the first or second concrete wall component. Moreover, a compressible material may be disposed between the rigid plate and/or the first and/or second concrete wall component such that expansion of the first concrete wall component compresses the compressible material instead of imposing significant stresses on the first or second concrete wall component so as to be likely to form cracks in the first or second concrete wall component.

Claims

1. A concrete wall structure joint system for mitigating against crack formation-in a wall, the system comprising:

a first concrete wall component defining a first upper surface, a first left surface and a first right surface;

a second concrete wall component defining a second upper surface, a second left surface and a second right surface; and

a joint for mitigating against crack formation in the first and second concrete wall components, the joint comprising;

a rigid plate disposed between the first and second concrete wall components, an exposed upper edge portion of the rigid plate being lower than the first and second upper surfaces of the first and second concrete wall components, exposed left and right edge portions of the rigid plate being recessed interiorly with respect to the first and second left and right surfaces of the first and second concrete wall components;

an upper depression formed in the upper surfaces of the first and second concrete wall components with the exposed upper edge portion disposed within the upper depression;

a left depression formed in the first and second left surfaces of the first and second concrete wall components with the exposed left edge portion disposed within the left depression; and

a right depression formed in the first and second right surfaces of the first and second concrete wall components with the exposed right edge portion disposed within the right depression.

2. The system of claim 1 wherein rigid plate has an aperture, and the joint further comprises:

a sheath disposed within the first concrete wall component, the sheath having an opening and a cavity, the opening aligned to the aperture of the rigid plate;

an elongate member fixedly engaged to the first concrete wall component, slideable through the aperture of the rigid plate and the opening of the sheath, and slideable within the cavity of the sheath for permitting longitudinal movement between the first and second concrete wall components but limiting horizontal and vertical movements of the first concrete wall component with respect to the second concrete wall component.

3. The system of claim 1 further comprising a molding disposed above the upper edge portion of the rigid plate to form the depression.

4. The system of claim 3 wherein an upper surface of the molding is level with the upper surfaces of the first and second concrete wall components.

5. The system of claim 3 wherein the molding is attached to the upper edge portion of the rigid plate.

6. The system of claim 3 wherein the molding is removeably disposable from the system.

7. The system of claim 1 further comprising a compressible material disposed between the rigid plate and the first concrete wall component.

8. The system of claim 1 wherein the first and second concrete wall components collectively form the wall.

9. The system of claim 2 wherein the elongate member is a dowel.

10. The system of claim 1 further comprising a filler material disposed within the upper, left and right depressions for hiding the upper, left and right edge portions of the rigid plate.

11. The system of claim 10 wherein the filler material is caulking.