Compensating highway joint

• US 4,752,153 A
• Filed: 05/19/1986
• Issued: 06/21/1988
• Est. Priority Date: 05/19/1986
• Status: Expired due to Fees

• Current Assignee: Miller Industrial Products
• Original Assignee: Miller Industrial Products
• Inventors: Miller, Raphael W.
• Primary Examiner(s): Murtagh, John E.
• Assistant Examiner(s): Dennison, Caroline D.
• Application Number:
  US06/864,265
• Time in Patent Office: 764 Days
• Field of Search: 404/47, 404/49, 404/56, 404/59, 404/61, 404/62, 411/389, 411/10, 411/11, 411/907, 411/903, 52/573, 52/396
• US Class Current: 404/59
• CPC Class Codes: E01C 11/08 Packing of metal E01C11/045 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

Abstract

The invention pertains to a compensating highway joint system for interconnecting adjacent concrete highway sections having obliquely disposed end joints. The highway joint utilizes a V-shaped vertical separator plate which forms a tongue and groove relationship between adjacent highway sections and the separator plate supports a plurality of elongated slab bolts having opposite end regions embedded within the adjacent sections. A portion of the central region of the slab bolts is provided with a jacket of elastomeric material to provide a clearance from the surrounding concrete permitting the bolts to bend, and the ends of the bolts are provided with power cells which engage the concrete and are mounted on the bolts for limited axial displacement thereon and include spring structure to prevent excessive tension forces from being imposed on the slab bolts during extreme temperature changes.

Claims

1. The method of interconnecting concrete highway slab sections having abutting ends defining a joint obliquely disposed in a horizontal direction with respect to the length of said sections with a plurality of elongated slab bolts each having end regions and a central region, said end regions each including a shoulder plate axially displaceable on the bolt and substantially perpendicularly disposed to the length of the bolts embedded in the concrete and an abutment axially fixed on the bolt and axially spaced from the shoulder plate and spring means between the shoulder plate and the abutment imposing an axial tensile force upon the bolts in that the shoulder plate is located between the abutment and the bar central region upon the shoulder plates being subjected to forces tending to separate the shoulder plates of a common bolt upon lateral displacement of adjacent highway sections, comprising the steps of embedding a plurality of substantially parallel slab bolts in adjacent sections bridging the joint wherein the central region of the bolts extends through the joint, defining a clearance between the bolts'"'"' central region and the concrete of at least one of the sections adjacent the joint sufficient for permitting lateral displacement of adjacent sections at the joint without damage to the concrete of the sections and permitting deflection of the bolts at the central regions thereof with respect to the end regions, the spring means imposing a biased tension within the bolts during lateral displacement of adjacent sections aiding to restore alignment of displaced sections.

2. A concrete highway joint system for substantially planar adjacent concrete highway slab sections having abutting ends defining a joint, the ends being obliquely disposed in a horizontal direction with respect to the length of said sections, a plurality of deflectable, resilient, elongated biasing slab bolts embedded in said sections each having end regions exposed to the concrete and a central region, the end regions of a common biasing bolt being embedded in different sections and the central region being located adjacent and bridging the joint on each side thereof, an annular resilient jacket encompassing the biasing bolts'"'"' central region defining an annular clearance between the bolts and at least one of the concrete sections adjacent the joint permitting lateral bending of the central region with respect to the bolts'"'"' length without damage to the concrete of the sections adjacent the joint, the improvement comprising, in combination, an annular power cell mounted upon each end region of the biasing bolts to prevent excessive tension forces within the bolts, said power cells each including a shoulder plate transversely disposed to the length of the associated bolt and axially displaceable thereon embedded within the surrounding concrete, an abutment axially fixed on each bolt end region adjacent each shoulder plate limiting relative shoulder plate axial movement on the bolt end region in a direction away from the associated central region, said shoulder plate being located between said abutment and the bolt central region, and compression spring means interposed between each shoulder plate and the adjacent abutment axially biasing the associated shoulder plate in a direction toward the bolt central region.

3. In a concrete highway joint system as in claim 2, a stop defined on each bolt end region axially spaced from the adjacent abutment toward the bolt'"'"'s central region, said shoulder plates being located intermediate an abutment and the adjacent stop for limited axial movement therebetween.

4. In a concrete highway joint system as in claim 3, said abutments comprising a nut threaded upon each bolt end region and said stop comprising a shoulder integrally defined on the bolt end region.

5. In a concrete highway joint system as in claim 3, said compression spring means comprising an annular non-planar washer.

6. In a concrete highway joint system as in claim 3, said shoulder plate including a periphery, an inner surface disposed toward the associated bolt central region exposed to the surrounding concrete and an outer surface disposed toward the adjacent abutment, and a water impervious cover enclosing the associated abutment, compression spring means, shoulder plate outer surface and sealed to said shoulder plate periphery.

7. In a concrete highway joint system as in claim 6, said cover being formed of a synthetic plastic material having a cup-shaped configuration having an open end, said cover open end embracing said shoulder plate periphery in a snap-on relationship.

8. A slab bolt for concrete highway joints comprising, in combination, an elongated bolt of predetermined elasticity having a central region and end regions, a resilient yieldable jacket formed of an elastomer encompassing an axially extending thickness sufficient to permit transverse bending of said central region within the elastic limits of said bolt when said member is entirely embedded in concrete, a shoulder plate mounted upon each bolt end region for limited axial movement thereon and transversely disposed to the bolt length, an abutment axially fixed upon each end region adjacent a shoulder plate and on the opposite side of the adjacent shoulder plate with respect to said bolt central region, and a compression spring located between each abutment and the adjacent shoulder plate axially biasing the adjacent shoulder plate toward said central region.

9. In a slab bolt for concrete highway joints as in claim 8, a stop defined on each bolt end region axially spaced from the adjacent abutment toward the bolt'"'"'s central region, said shoulder plates being located intermediate an abutment and the adjacent stop for limited axial movement therebetween.

10. In a slab bolt for concrete highway joints as in claim 9, said abutments comprising a nut threaded upon each bolt end region and said stop comprising a shoulder integrally defined on the bolt end region.

11. In a slab bolt for concrete highway joints as in claim 10, said compression spring means comprising an annular non-planar washer.

12. In a slab bolt for concrete highway joints as in claim 11, said shoulder plate including a periphery, an inner surface disposed toward the associated bolt central region and an outer surface disposed toward the adjacent abutment, and a water impervious cover enclosing the associated abutment, compression spring means, shoulder plate outer surface and sealed to said shoulder plate periphery.

13. In a slab bolt for concrete highway joints as in claim 12, said cover being formed of a synthetic plastic material having a cup-shaped configuration having an open end, said cover open end embracing said shoulder plate periphery in a snap-on relationship.

14. A separator for substantially planar concrete slab highway sections comprising, in combination, an elongated horizontally extending separator plate of V cross-sectional configuration having sides and defining an apex, a plurality of tubular openings defined in said plate spaced along the length thereof and extending through said apex, said openings comprising slab bolt support means having an axis perpendicular to the length of said plate, a bendable slab bolt supported within each of said openings having a central region located within the associated opening and end regions disposed on opposite sides of said plate, a tubular jacket of yieldable material encompassing a portion of said bolts'"'"' central region, said jacket being located upon one side of said plate and adjacent thereto, an annular shoulder plate mounted upon each end region of said slab bolts, said shoulder plates being transversely disposed to the length of the associated bolt and axially displaceable thereon, an abutment axially fixed on each bolt end region adjacent each shoulder plate limiting shoulder plate axial movement on the bolt end region in a direction away from the associated bolt central region, said shoulder plate being located between said abutment and the bolt central region, and compression spring means interposed between each shoulder plate and its adjacent abutment axially biasing the associated shoulder plate toward the associated bolt central region.

15. In a separator for concrete highway sections as in claim 14, a stop defined on each bolt end region axially spaced from the adjacent abutment toward the bolt'"'"'s central region, said shoulder plates being located intermediate an abutment and the adjacent stop for limited axial movement therebetween.

16. In a separator for concrete highway sections as in claim 15, said abutments comprising a nut threaded upon each bolt end region and said stop comprising a shoulder integrally defined on the bolt end region.

17. In a separator for concrete highway sections as in claim 16, said compression spring comprising an annular non-planar washer.

18. In a separator for concrete highway sections as in claim 17, said shoulder plate including a circular periphery, an inner surface disposed toward the associated bolt central region and an outer surface disposed toward the adjacent abutment engaged by the associated compression spring, and a water impervious cover enclosing the associated abutment, compression spring and shoulder plate outer surface and sealed to said shoulder plate periphery.

19. In a separator for concrete highway sections as in claim 14, said horizontally extending separator plate having a bottom edge, a substantially horizontally extending flange defined on said separator plate bottom edge having a general plane, a plurality of openings defined in said flange spaced along the length of said flange and said separator plate, an elongated base plate located below said separator plate having an upper side, said flange engaging said base plate upper side whereby said base plate supports said separator plate, and quick-connect means defined on said base plate received within said flange openings releasably interconnecting said base plate and said separator plate.

20. In a separator for concrete highway sections as in claim 19, said quick-connect means comprising projections defined upon said base plate extending from said upper surface thereof, and a cam surface defined on each projection engaging said separator plate flange upon said projections extending through said flange openings and said separator and base plates being displaced relative to each other in the general plane of said flange.