Transverse joint cell for concrete structures

• US 4,522,531 A
• Filed: 05/18/1983
• Issued: 06/11/1985
• Est. Priority Date: 05/18/1983
• Status: Expired due to Fees

• Current Assignee: Bernard D. Thomsen, Kenneth L. Thomsen
• Original Assignee: Bernard D. Thomsen, Kenneth L. Thomsen
• Inventors: Thomsen, Bernard D., Thomsen, Kenneth L.
• Primary Examiner(s): Novosad, Stephen J.
• Assistant Examiner(s): Hjorth, Beverly E.
• Application Number:
  US06/495,776
• Time in Patent Office: 755 Days
• Field of Search: 404/49, 404/50, 404/51, 404/52, 404/56, 404/60, 404/62, 404/63, 404/2, 404/68, 52/396
• US Class Current: 404/2
• CPC Class Codes: E01C 11/04 for cement concrete paving E01C9/001 takes precedence
• 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: E01C 11/227 Gutters; Channels E01C11/223 takes precedence; permanently installed flushing means E01H3/04; Roof drainage discharge ducts set in sidewalks

Abstract

A transverse concrete pavement joint cell including a pair of plastic walls abutting the edges of the concrete joints. A seamless drainage gutter extends longitudinally between said plastic walls to the edges of the pavement. Blocks of compressible elastomers between said plastic walls absorb expansion of the concrete. The cell includes a base and stabilizing ties secured to a conventional dowel bar assembly.

Claims

1. A transverse joint cell for concrete structures comprising:

elongated liner means for disposition between adjacent end portions of end to end concrete road slabs;

said liner means including a pair of vertically extending panels spaced apart in substantially parallel relation such that a plurality of compressible blocks may be inserted therebetween;

said liner means further including gutter means extending longitudinally between said vertically extending panels and therebetween in position to collect and drain away fluid which may pass downwardly therebetween;

a plurality of compressible blocks disposed between said vertically extending panels throughout the portions thereof intermediate the ends of said panels in spaced apart relation so as to provide vertical drainage openings to allow fluid to pass to said gutter means; and

means for securing said liner means to a dowel bar assembly of said concrete road slabs.

2. The transverse joint cell of claim 1 wherein said means for securing said liner means to such a dowel bar assembly includes stabilizing ties and includes apertures in said vertically extending panels for receiving said dowel bars therethrough.

3. The transverse joint cell of claim 2 wherein said stabilizing ties are secured to embedment ribs forming a portion of each panel and extending longitudinally of said vertically extending panels and said dowel bar assembly.

4. The transverse joint cell of claim 3 wherein a plurality of vertically extending panels are joined longitudinally by a connector section which includes a pair of vertically extending connector panels constructed and arranged so as to snap fit over said embedment ribs of said liner means vertically extending panels.

5. The transverse joint cell of claim 3 wherein a plurality of liner means lengths are constructed and arranged to be joined at their respective ends by a connector means.

6. The transverse joint cell of claim 5 wherein said connector means includes a pair of side walls constructed and arranged to telescopingly engage said embedment ribs of the vertically extending panels.

7. A retractable end section in combination with the transverse joint cell of claim 3, said retractable end section including a pair of side walls each constructed and arranged to telescopingly engage at least one of the embedment ribs of the vertically extending panels.

8. The retractable end section of claim 7 wherein an end cap is constructed and arranged to be removably mounted between said pair of side walls so as to exclude the introduction of uncured concrete into the end of said transverse joint cell while in position during the laying of the concrete slabs.

9. The end cap of claim 8 wherein said side walls include notch means and said end cap includes latching means positioned to engage said notch means whereby lateral movement of said cap along the longitudinal axis of said transverse joint cell will move said side walls in a lateral direction.

10. The combination of claim 9 wherein a finder tab is constructed and arranged to hold said end cap in locking engagement with said retractable end section, said finder tab having projections therefrom engaging a portion of said end cap.

11. The transverse joint cell of claim 1 wherein said vertically extending panels are formed of extruded thermoplastic, said panels being formed with an upper hinge means joining the upper edges of said panels to each other.

12. The transverse joint cell of claim 1 wherein said compressible blocks are formed of resilient thermoplastic material.

13. The transverse joint cell of claim 12 wherein said resilient thermoplastic material is a natural rubber which is compressible to about 60% and rebounds to at least about 90% of its original dimensions.

14. The transverse joint cell of claim 1 wherein said vertically extending panels include channels and said gutter means comprises a seamless drainage trough constructed and arranged to slidably engage said channels, said trough being elevated above the subgrade of said concrete road slabs.

15. The transverse joint cell of claim 1 wherein said vertically extending panels are constructed and arranged with an upper concrete-impermeable joint.

16. The transverse joint cell of claim 15 wherein said upper concrete-impermeable joint includes a longitudinally extending hinge which may be readily split with a blade.

17. In combination with adjacent slabs of pavement separated by a joint space:

wall liner means including elongated spaced panels extending parallel to each other;

support means to support said liner means on a substantially flat surface within such a joint space;

seamless drainage means extending between said elongated spaced panels throughout the length of said joint space, said wall liner means having accessible outlets at each ends of the joint; and

a plurality of compressible block means disposed between said panels and spaced throughout the length of said panels for compensating for expansion and contraction of such adjacent slabs of pavement, said block means being constructed and arranged to allow fluids to pass downwardly therebetween to said drainage means.

18. A transverse joint cell to be used for compensation for expansion and contraction of end to end panels of a concrete road comprising:

water impermeable liner means comprising a pair of vertically extending side walls constructed and arranged to be spaced apart in substantially parallel relation between the ends of such panels such that a plurality of compressible blocks may be inserted therebetween;

said side walls being constructed and arranged to define an upper longitudinally extending void to provide a guide for an upper joint forming head;

means for supporting said liner means between such end to end concrete panels;

spaced compressible block means formed of an elastomer for absorbing compression due to expansion of such adjacent concrete panels and disposed between and throughout the portions thereof intermediate the ends of said vertically extending side walls in spaced apart relation so as to allow fluids and noncompressibles to pass downwardly therebetween; and

a seamless drainage trough extending longitudinally of said side walls and said expansion joint and below said compression block means in fluid tight relation to said liner means.

19. A transverse joint cell comprising:

a water-impermeable liner means disposed between adjacent transverse joint edges of concrete pavement, said liner means defining an open cell therebetween;

support means for supporting said liner means;

compressible block means for absorbing compression due to expansion of adjacent concrete panels, and disposed between and throughout the length of said liner means and being constructed and arranged to allow fluids to pass freely downwardly in the joint cell; and

seamless drainage trough means extending transversely through said open cell and in fluid tight relation to said liner means and being constructed and arranged below said compression block means.

20. The transverse joint cell of claim 19 wherein said liner means is formed as a single extrusion of polypropylene and is comprised of a pair of vertically extending panels spaced apart in substantially parallel relation, the upper edges of said vertically extending side joined by a concrete-impermeable hinge means formed in the extrusion.

21. The transverse joint cell of claim 19 wherein said liner means includes panels having juxtapositioned openings through which dowel bars of a dowel bar assembly may extend.

22. The transverse joint cell of claim 21 wherein said dowel bars extends through said juxtapositioned openings including means for forming a water-impermeable seal between said opening and said dowel bars extending therethrough.