Removable dowel connector and system and method of installing and removing the same

• US 8,840,336 B2
• Filed: 11/08/2012
• Issued: 09/23/2014
• Est. Priority Date: 11/08/2011
• Status: Active Grant

• Current Assignee: The Fort Miller Company Incorporated (The Fort Miller Group, Inc.)
• Original Assignee: The Fort Miller Company Incorporated (The Fort Miller Group, Inc.)
• Inventors: Smith, Peter
• Primary Examiner(s): Addie, Raymond W
• Application Number:
  US13/672,421
• Publication Number:
  US 20130115000A1
• Time in Patent Office: 684 Days
• Field of Search: 404/17, 404 47- 63, 522/236, 525/78, 526/98
• US Class Current: 404/56
• CPC Class Codes: E01C 11/005 Methods or materials for repairing pavings E01C7/35 takes precedence; for concrete coverings E01C7/147; for bituminous coverings E01C7/187; devices for repair works E01C23/06; repairing bridge floorings E01D22/00
• CPC Class Codes: E01C 11/02 Arrangement or construction of joints for pavings consisting of prefabricated units E01C5/00; Methods of making joints machines therefor E01C23/02, E01C23/09; removable joint shutterings E01C23/021; Packing for joints sealing joints not restricted to road or airfield paving E04B1/68
• CPC Class Codes: E01C 11/06 Methods of making joints
• 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 23/00 Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces apparatus for reconditioning of salvaged non-hydraulic compositions for- in plant recycling of salvaged bituminous mixtures E01C19/10
• CPC Class Codes: E01C 23/06 Devices or arrangements for working the finished surface working freshly laid paving E01C19/42 - E01C19/44, E01C23/02; mining picks E21C35/18; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
• CPC Class Codes: E01C 23/09 for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges
• CPC Class Codes: E01C 7/147 Repairing concrete pavings, e.g. joining cracked road sections by dowels, applying a new concrete covering applying thin surface layers with other binder E01C7/35; repairing pavings in general E01C11/005; roughening by means of tools E01C11/24
• CPC Class Codes: E04B 1/41 Connecting devices specially adapted for embedding in concrete or masonry joist hangers E04B1/2612; shear dowels E04B1/483; spacers other than masonry wall ties for cavity walls E04B2/30, E04B2/44; connectors for reinforcing elements E04C5/16; fastening frames to the border of openings E06B1/56
• CPC Class Codes: E04C 2/06 reinforced

Abstract

A pre-fabricated pavement slab installation and replacement system is provided. The system includes a connector having an axial opening therethrough and engagement surface within the opening. The system further includes a pavement slab and an adjacent pavement slab, wherein a portion of the connector is embedded in the pavement slab and a remaining portion of the connector is exposed. The adjacent pavement slab has an interconnection slot, that can cover the remaining portion of the exposed connector. The system further provides that under the condition that the pavement slab and the adjacent pavement slab are cut apart, the connector is cut into a first half and a second half, wherein the first half of the connector contains the first engagement component and the second half of the connector contains the second engagement component. The first half of the connector can be subsequently removed by engaging the engagement surface.

Claims

1. A connector for functionally coupling adjacent pavement slabs, the connector comprising:

a connector having an axial opening therethrough, the axial opening defining an interior surface of the connector; and

an engagement surface configured on the interior surface within the axial opening,

wherein a portion of the connector is adapted to be removably embedded in one slab and a remaining portion of the connector is adapted to be removably embedded in an adjacent slab.

2. The connector of claim 1, wherein the connector is a dowel and a first engagement surface resides in the portion of the dowel that is embedded in the one slab, and wherein a second engagement surface resides in the remaining portion of the dowel that is embedded in the adjacent slab.

3. The connector of claim 1, wherein the engagement surface is a threaded bolt nut.

4. The connector of claim 1, wherein the connector is a cylindrical dowel comprised of steel having the opening therethrough.

5. The connector of claim 1, wherein the engagement surface is comprised of threads on an internal surface of the opening.

6. The connector of claim 1, wherein under the condition that the connector is cut into parts, the portion of the connector embedded in the one slab is configured to be axially advanced out of the one slab.

7. A system for installing and removing a connector in adjacent pavement slabs, the system comprising:

a connector having an axial opening therethrough;

an engagement surface within the axial opening,

a pavement slab, wherein a portion of the connector is embedded in the pavement slab and a remaining portion of the connector is exposed;

an adjacent pavement slab having an interconnection slot, wherein under the condition that the adjacent pavement slab is positioned adjacent the pavement slab, the interconnection slot covers the remaining portion of the exposed connector; and

a binder material, the binder material being introduced into the interconnection slot to bind the remaining portion of the connector to the adjacent pavement slab.

8. The system of claim 7, wherein the engagement surface resides in the portion of the connector that is embedded in the pavement slab.

9. The system of claim 8, wherein under the condition that the pavement slab and the adjacent pavement slab are cut apart, a first portion of the connector resides in the pavement slab and a second portion of the connector resides in the adjacent pavement slab, wherein the first portion of the connector contains the engagement surface.

10. The system of claim 7, wherein under the condition that the pavement slab and the adjacent pavement slab are separated from one another, the adjacent pavement slab is configured to be vertically removed from beside the pavement slab without damaging the pavement slab.

11. The system of claim 9, wherein under the condition that the adjacent pavement slab is vertically removed from beside the pavement slab, the axial opening of the first portion of the connector is exposed.

12. The system of claim 11, the system further comprising an engagement mechanism, wherein the engagement mechanism is configured to be inserted within the axial opening and functionally engage the engagement surface.

13. The system of claim 12, wherein the engagement of the engagement mechanism and the engagement surface facilitates the removal of the connector from the pavement slab, leaving a space in the pavement slab being defined by the shape of the removed connector.

14. The system of claim 12, wherein the engagement component is a threaded bolt nut and the engagement mechanism is a threaded bolt.

15. The system of claim 13, wherein the engagement mechanism is configured to functionally engage an interior portion of the pavement slab and the engagement surface, such that as the engagement mechanism contacts the interior portion, the engagement mechanism acts on the engagement surface to axially advance the connector out of the pavement slab.

16. The system of claim 13, wherein a full-size replacement connector is inserted and secured within the space, such that a portion of the full-size replacement connector is embedded in the pavement slab and a remaining portion is exposed.

17. The system of claim 16, wherein the second portion of the connector is removed from the adjacent pavement slab and the adjacent pavement slab is vertically lowered adjacent the pavement slab such that the interconnection slot of the adjacent pavement slab covers the remaining portion of the full-size replacement connector.

18. The system of claim 7, wherein the pavement slab has a thickness and the interconnection slot has a thickness equal to the thickness of the pavement slab.

19. A system for installing a connector in a pavement slab, the system comprising:

a pavement slab having a vertical edge;

a hole in the vertical edge; and

a connector having an axial opening therethrough, the connector having an engagement surface within the axial opening,

wherein a portion of the connector is adapted to be inserted into the hole in the pavement slab such that the engagement surface resides within the hole, and

wherein a remaining portion of the connector is exposed.

20. The system of claim 19, wherein the system further comprises a binder material, the binder material being applied to the connector prior to insertion of the connector in the hole, the binder material having properties to hold the connector within the hole under normal operating forces and to break free under applied axial force.

21. The system of claim 19, wherein the system further comprises a coating, the coating being applied to the connector prior to insertion of the connector in the hole, the coating having properties to allow the connector to axially displace during thermal expansion of the pavement slab.

22. The system of claim 19, further comprising an adjacent pavement slab adapted to be vertically lowered next to the pavement slab, the adjacent pavement slab having an interconnection slot that is adapted to encompass the remaining portion of the connector.

23. The system of claim 22, wherein a grout material is inserted within the interconnection slot and around the connector therein to functionally bind the interconnection slot with the connector therein to functionally bind the pavement slab to the adjacent pavement slab.