Expansion and crack joint coupler

• US 6,517,277 B2
• Filed: 04/27/2001
• Issued: 02/11/2003
• Est. Priority Date: 09/22/1998
• Status: Expired due to Fees

• Current Assignee: Kansas State University Research Foundation
• Original Assignee: Kansas State University Research Foundation
• Inventors: Hu, Kuo-Kuang, Kirmser, Philip G.
• Primary Examiner(s): Browne, Lynne H.
• Assistant Examiner(s): Garcia, Ernesto
• Application Number:
  US09/843,963
• Publication Number:
  US 20010022918A1
• Time in Patent Office: 655 Days
• Field of Search: E01/C 1.114, 404/59, 404/47, 523/960.2, 523/091.7, 403/294
• US Class Current: 403/294
• 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: Y10T 403/553 Laterally inserted section

Abstract

An expansion or crack joint assembly (32) utilizes a coupler (20) with or without a bottom sheet (34) to join adjacent roadway concrete slabs (86, 90) formed separately initially or continuously cast and later separated by a saw cut, which induces cracking to form a crack joint. The coupler (20) includes a casing (22), an internal component (24,25,62,65), and outer sleeve (26), and end caps (28,30). The casing (22) defines an internal chamber (40) which receives the internal component (24,25,62,65) therein. The sleeve (26) and end caps (28,30) fit over the casing (22). The casing (22) and sleeve (26) transmit loads between the concrete slabs (86,90) while the sleeve (26) and end caps (86,90) operate to reduce stress concentrations. The bottom sheet (34) inhibits water from entering the expansion or crack joint assembly (32) from below, if used, and prevents pumping. In various embodiments, the internal component is a spring disk (24,25), a flat, circular disk (62), and a structural material (65), such as concrete, which substantially fills the internal chamber (40).

Claims

1. A combination comprising:

a pair of adjacent concrete slabs cooperatively having an elongated expansion joint therebetween; and

an expansion joint coupler embedded in both of said slabs and extending across said expansion joint,

said coupler including-

a casing defining an internal chamber therein, with an internal structural component positioned in said chamber to stiffen and strengthen the casing, said component comprising a fill material substantially filling said chamber, said fill material comprising concrete; and

a pair of end caps coupled with and substantially closing ends of the casing.

2. The combination of claim 1, said casing comprising a tubular metallic pipe.

3. The combination of claim 1, said structural component further comprising a disk within said internal chamber.

4. The combination of claim 3, said disk being positioned near a casing center.

5. The combination of claim 3, said disk comprising a spring disk including a substantially rigid smaller diameter portion and a compressible larger diameter portion.

6. The combination of claim 1, said end caps being arcuate in cross-sectional configuration.

7. The combination of claim 1, each of said end caps including a plurality of spaced apart arcuate gripping bumps on the outer surfaces thereof.

8. The combination of claim 1, including an outer reinforcing sleeve positioned about said casing between said end caps.

9. A combination comprising:

a pair of adjacent concrete slabs cooperatively having an elongated expansion joint therebetween; and

an expansion joint coupler embedded in both of said slabs and extending across said expansion joint,

said coupler including-

an elongated metallic body formed from steel pipe and having a length sufficient to span said joint and a pair of opposed ends, with each end within one of said adjacent concrete slabs and outer surface areas of the body in contact with said concrete;

a pair of end caps, one end cap of said pair coupled to each of said opposed ends, with each of the caps embedded within one of said adjacent concrete slabs and spaced from said joint,

each of said end caps having a mouth section presenting an inner surface in frictional locking contact with one of said opposed ends, and an endmost section presenting a convex outer surface which is arcuate in longitudinal cross-section.

10. The combination of claim 9, said pipe at least partially filled with concrete.

11. The combination of claim 9, including a structural component with said pipe.

12. The combination of claim 11, said component comprising a spring disk.

13. The combination of claim 9, said end caps formed of synthetic resin material.

14. The combination of claim 9, said outer surface of each end cap having a series of spaced apart, outwardly extending projections.

15. The combination of claim 9, including an outer reinforcing sleeve positioned about said body between said end caps.

16. The combination of claim 15, said sleeve extending across said joint.

17. The combination of claim 15, said sleeve adhesively secured to said body.

18. The combination of claim 9, said body being generally rectilinear along the length thereof.

19. A combination comprising:

a pair of adjacent concrete slabs cooperatively having an elongated expansion joint therebetween; and

an expansion joint coupler embedded in both of said slabs and extending across said expansion joint,

said coupler including-

a casing defining an internal chamber therein, with an internal structural component positioned in said chamber to stiffen and strengthen the casing, said component comprising a fill material substantially filling said chamber and a disk within said chamber; and

a pair of end caps coupled with and substantially closing ends of the casing.

20. The combination of claim 19, said disk being positioned near a casing center.

21. The combination of claim 19, said disk comprising a spring disk including a substantially rigid smaller diameter portion and a compressible larger diameter portion.

22. A combination comprising:

a pair of adjacent concrete slabs cooperatively having an elongated expansion joint therebetween; and

an expansion joint coupler embedded in both of said slabs and extending across said expansion joint,

said coupler including-

a casing formed from steel pipe and defining an internal chanter therein, with an internal structural component positioned in said chamber to stiffen and strengthen the casing, said component comprising a fill material substantially filling said chamber,

outer surfaces of said casing being in contact with said concrete; and

a pair of end caps frictionally locked with and substantially closing ends of the casing, said end caps presenting outer surfaces which are arcuate in longitudinal cross-section.

23. A combination comprising:

a pair of adjacent concrete slabs cooperatively having an elongated expansion joint therebetween; and

an expansion joint coupler embedded in both of said slabs and extending across said expansion joint,

said coupler including-

a casing defining an internal chamber therein, with an internal structural component positioned in said chamber to stiffen and strengthen the casing, said component comprising a fill material substantially filling said chamber; and

a pair of end caps coupled with and substantially closing ends of the casing, each of said end caps including a plurality of spaced apart arcuate gripping bumps on the outer surfaces thereof.