Tying bar for concrete joints

• US 4,733,513 A
• Filed: 10/21/1986
• Issued: 03/29/1988
• Est. Priority Date: 10/21/1986
• Status: Expired due to Term

• Current Assignee: Greenstreak Group Incorporated (Sika Corporation)
• Original Assignee: Ernest K. Schrader, Robert F. Oury
• Inventors: Oury, Robert F., Schrader, Ernest K.
• Primary Examiner(s): Perham, Alfred C.
• Application Number:
  US06/921,594
• Time in Patent Office: 525 Days
• Field of Search: 404/60, 404/61, 404/67, 404/59, 404/56, 52/396
• 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
• CPC Class Codes: E04B 1/483 Shear dowels to be embedded in concrete

Abstract

An improved dowel or tying bar and joint construction for transferring stresses across a joint between concrete slabs or structures and accommodating for shrinkage and expansion of concrete. The bar has a resilient facing attached to at least one side of the bar so that the concrete slab or structure can move in relationship to the bar in a direction substantially perpendicular to the resilient facing. The bar is arranged across the joint in a direction substantially perpendicular to the axis defined by the joint.

Claims

1. An improved dowel or tying bar for transferring stresses across a joint between concrete structures and accommodating for shrinkage or expansion the concrete structures, the joint defining an axis, the improved bar having sides and a first and second end, the sides of the bar embedded in the concrete structures and arranged across the joint in a direction substantially perpendicular to the axis defined by the joint, and the bar further having a resilient facing attached to at least one side of the bar to provide for movement of the concrete structures in relationship to the bar in a direction substantially perpendicular to the resilient facing and substantially aligned with the joint axis.

2. The improved bar of claim 1 wherein a resilient facing is attached to at least one end of the bar.

3. The improved bar of claim 1 wherein a resilient facing is attached to two opposed sides of the bar.

4. The improved bar of claim 1 wherein the bar is a tie bar.

5. The improved bar of claim 1 wherein the bar has a cross section substantially parallel to the axis defined by the joint, the cross section defines a substantially rectangular shape.

6. The improved bar of claim 1 wherein the bar has a cross section substantially parallel to the axis defined by the joint, the cross section defines a channel shape comprising a bottom section having first and second ends and upstanding flanges attached in an opposite spaced relationship to the first and second ends of the bottom section, each upstanding flange having an inside and outside web face, the inside web faces of the upstanding flanges facing each other.

7. The improved bar of claim 6 wherein the resilient facing is attached to the outside web face of at least one of the upstanding flanges.

8. The improved bar of claim 1 wherein the resilient facing is a plastic material.

9. The improved bar of claim 1 wherein the resilient facing is a rubber material.

10. An improved joint construction for transferring stresses across a joint between concrete structures and accommodating for shrinkage or expansion of the concrete structures, the joint defining an axis, the improved joint construction characterized by a plurality of dowel bars embedded in the concrete structures and having sides arranged across the joint in a direction substantially perpendicular to the joint axis and first and second ends, and each bar further having a resilient facing attached to at least one side to provide for movement of the concrete structures in relationship to the bars in a direction substantially perpendicular to the resilient facing and substantially aligned with the joint axis.

11. The improved joint construction of claim 10 wherein a resilient facing is attached to at least one end for each of the bars.

12. The improved joint construction of claim 10 wherein the bars are tie bars.

13. The improved joint construction of claim 10 wherein the bars have a resilient facing attached to two opposed sides of the bars.

14. An improved dowel bar for transferring stresses across a joint between slabs of a concrete pavement and accommodating for shrinkage or expansion of the slabs, the joint defining an axis, the improved bar having sides and a first and second end, the sides of the bar embedded in the concrete slabs and arranged across the joint in a direction substantially perpendicular to the axis defined by the joint, and the bar further having a resilient facing attached to at least one side of the bar to provide for movement of the concrete slab in relationship to the bar in a direction substantially perpendicular to the resilient facing and substantially aligned with the joint axis.

15. The improved bar of claim 14 wherein a resilient facing is attached to at least one end of the bar.

16. The improved bar of claim 14 wherein a resilient facing is attached to two opposed sides of the bar.

17. The improved bar of claim 14 wherein the bar is a tie bar.

18. The improved bar of claim 14 wherein the bar has a cross section substantially parallel to the axis defined by the joint, the cross section defines a substantially rectangular shape.

19. The improved bar of claim 14 wherein the bar has a cross section substantially parallel to the axis defined by the joint, the cross section defines a channel shape comprising a bottom section having first and second ends and upstanding flanges attached in an opposite spaced relationship to the first and second ends of the bottom section, each upstanding flange having an inside and outside web face, the inside web faces of the upstanding flanges facing each other.

20. The improved bar of claim 19 wherein the resilient facing is attached to the outside web face of at least one of the upstanding flanges.

21. The improved bar of claim 14 wherein the resilient facing is a plastic material.

22. The improved bar of claim 14 wherein the resilient facing is a rubber material.

23. An improved joint construction for transferring stresses across a joint between slabs of a concrete pavement and accommodating for shrinkage or expansion of the concrete slabs, the joint defining an axis, the improved joint construction characterized by a plurality of bars embedded in the concrete slabs and arranged across the joint in a direction substantially perpendicular to the axis defined by the joint, the bars having sides substantially perpendicular to the joint axis and first and second ends, and each bar further having a resilient facing attached to at least one side to provide for movement of the concrete slabs in relationship to the bars in a direction substantially perpendicular to the resilient facing and substantially aligned with the joint axis.

24. The improved joint construction of claim 23 wherein a resilient facing is attached to at least one end for each of the bars.

25. The improved joint construction of claim 23 wherein the tying bars are tie bars.

26. The improved joint construction of claim 23 wherein the bars have a resilient facing attached to two opposed sides of the bars.