Concrete slab dowel system and method for making same

• US 5,713,174 A
• Filed: 01/16/1996
• Issued: 02/03/1998
• Est. Priority Date: 01/16/1996
• Status: Expired due to Fees

• Current Assignee: Donald R. Kramer
• Original Assignee: Donald R. Kramer
• Inventors: Kramer, Donald R.
• Primary Examiner(s): Wood, Wynn E.
• Assistant Examiner(s): Kang, Timothy B.
• Application Number:
  US08/587,229
• Time in Patent Office: 749 Days
• Field of Search: 52/318, 52/396.1, 52/396.02, 404/74, 404/52, 404/59, 404/60, 404/62, 404/63
• 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

A concrete dowel slab joint system for maintaining adjacent sections of concrete in alignment during contraction and expansion of the concrete, and for transferring shear stresses and bending moments across a joint formed between adjacent concrete slabs. It includes a sleeve assembly for receiving and maintaining the dowel bar therewithin. In this is way, the dowel bar does not transmit substantial shear stresses to the concrete during the contraction and expansion of the concrete. The sleeve assembly comprises an elongate sleeve body having an outer surface and an inner surface, and defining a hollow interior compartment, (b) at least one closed end, and (c) at least one collapsible spacer member located within the hollow interior compartment. The collapsible spacer member engages and positions the dowel bar at a lateral distance from the inner surface of the elongate sleeve body and at a longitudinal distance from the closed end. These lateral and longitudinal distances together define an expansion area between the dowel bar and the sleeve assembly. The spacer member is collapsible by interactive forces exerted by the dowel bar moving in a lateral and/or longitudinal path within the hollow interior compartment in response to the expansion and contraction of the concrete.

Claims

1. A concrete dowel slab joint system, comprising:

a dowel bar for maintaining adjacent sections of concrete in alignment during contraction and expansion of the concrete, and for transferring shear stresses and bending moments across a joint formed between adjacent concrete slabs; and

a sleeve assembly for receiving and maintaining the dowel bar therewithin so that the dowel bar does not transmit substantial shear stresses to the concrete during the contraction and expansion of the concrete, the sleeve assembly comprising

(a) an elongate sleeve body having an outer surface and an inner surface, and defining a hollow interior compartment

(b) at least one closed end, and;

(c) at least one generally v-shaped collapsible spacer member located within the hollow interior compartment, said V-shaped spacer member including a pair of outwardly angularly extending side sections having a pair of free ends and joined together at the other end of the side sections to form a base, the base of the V-shaped spacer member being attached to an inner surface of the closed end, and the pair of free ends being joined to the inner surface of the elongate sleeve body, one of the ends of the dowel bar engaging an inner surface of the outwardly angularly extending side sections thereby defining the expansion area between the dowel bar and the elongate sleeve body each collapsible spacer member engaging and positioning the dowel bar at a lateral distance from the inner surface of the elongate sleeve body and at a longitudinal distance from the closed end, said lateral distance and said longitudinal distance together defining an expansion area between the dowel bar and the sleeve assembly, each spacer member being collapsible by interactive forces exerted by the dowel bar moving in a lateral and/or longitudinal path within the hollow interior compartment in response to the expansion and contraction of the concrete.

2. The concrete dowel slab joint system of claim 1, wherein the hollow interior compartment has a rectangular cross-sectional configuration.

3. The concrete dowel slab joint system of claim 1, wherein the elongate sleeve body is fabricated from a polymeric material.

4. The concrete dowel slab joint system of claim 1, wherein the collapsible spacer member is fabricated from a polymeric material which is crushable by the interactive forces exerted by the dowel as it is moved in a lateral and/or longitudinal path within the hollow interior compartment in response to the expansion and contraction of the concrete.

5. The concrete dowel slab joint system of claim 1, wherein the spacer member is attached to the inner surface of the closed end thereby defining a longitudinally-extending expansion area between the dowel bar and the closed end.

6. The concrete dowel slab joint system of claim 1, wherein the base of the generally V-shaped spacer member comprises a flat rectangular base section, opposed ends of the flat rectangular base section being joined to the other end of the side sections to form the V-shaped spacer member.

7. The concrete dowel slab joint system of claim 1, which further includes positioning elements attached at one end to the sleeve assembly, the other end of the positioning elements extending upwardly to a point above the surface of the concrete and acting as a visible locating indicator of the concrete dowel slab joint.

8. The concrete dowel slab joint system of claim 1, wherein said sleeve assembly comprises a plurality of interlocking sleeve body sections connected one to the other to form a unitary sleeve body structure.

9. A sleeve assembly which receives and maintains a dowel bar for maintaining adjacent sections of concrete in alignment during contraction and expansion of the concrete, and for transferring shear stresses and bending moments across a joint formed between adjacent concrete slabs, which comprises:

(a) an elongate sleeve body having an outer surface and an inner surface, and defining a hollow interior compartment,

(b) at least one closed end, and

(c) at least one generally v-shaped collapsible spacer member located within the hollow interior compartment, said V-shaded spacer member including a pair of outwardly angularly extending side sections having a pair of free ends and joined together at the other end of the side sections to form a base, the base of the V-shaped spacer member being attached to an inner surface of the closed end, and the pair of free ends being joined to the inner surface of the elongate sleeve body, one of the ends of the dowel bar engaging an inner surface of the outwardly angularly extending side sections thereby defining the expansion area between the dowel bar and the elongate sleeve body each collapsible spacer member engaging and positioning the dowel bar at a lateral distance from the inner surface of the elongate sleeve body and at a longitudinal distance from the closed end, said lateral distance and said longitudinal distance together defining an expansion area between the dowel bar and the sleeve assembly, the spacer member being collapsible by interactive forces exerted by the dowel bar moving in a lateral and/or longitudinal path within the hollow interior compartment in response to the expansion and contraction of the concrete.

10. A concrete dowel slab joint system, comprising:

a dowel bar for maintaining adjacent sections of concrete in alignment during contraction and expansion of the concrete, and for transferring shear stresses and bending moments across a joint formed between adjacent concrete slabs; and

a sleeve assembly comprising a plurality of interlocking sleeve body sections connected one to the other to form a unitary sleeve body structure for receiving and maintaining the dowel bar therewithin so that the dowel bar does not transmit substantial shear stresses to the concrete during the contraction and expansion of the concrete, the sleeve assembly comprising (a) an elongate sleeve body having an outer surface and an inner surface, and defining a hollow interior compartment, (b) at least one closed end, and (c) at least one collapsible spacer member located within the hollow interior compartment, the collapsible spacer members engaging and positioning the dowel bar at a lateral distance from the inner surface of the elongate sleeve body and at a longitudinal distance from the closed end, said lateral distance and said longitudinal distance together defining an expansion area between the dowel bar and the sleeve assembly, the spacer member being collapsible by interactive forces exerted by the dowel bar moving in a lateral and/or longitudinal path within the hollow interior compartment in response to the expansion and contraction of the concrete.

11. The concrete dowel slab joint system of claim 10, wherein said sleeve assembly further comprises a pair of connectable sleeve body sections each having a closed distal end and an open proximal end, a flange attached to and extending perpendicularly about the proximal end of each of the body sections, each said flange having formed therein a central aperture sized to permit passage of said dowel bar through said flange and into the confines of the hollow interior compartment, and a clamping mechanism for connecting the flange of one sleeve body section to the flange of the other sleeve body section.

12. A method for maintaining adjacent sections of concrete in alignment using a dowel bar during contraction and expansion of the concrete and for transferring shear stresses and bending moments across a joint formed between adjacent concrete slabs, which comprises:

providing a sleeve assembly for receiving and maintaining the dowel bar therewithin so that the dowel bar does not transmit substantial shear stresses to the concrete during the contraction and expansion of the concrete, the sleeve assembly comprising

(a) an elongate sleeve body having an outer surface and an inner surface, and defining a hollow interior compartment,

(b) at least one closed end, and

(c) generally v-shaped collapsible spacer members located within the hollow interior compartment said V-shaped spacer member including a pair of outwardly angularly extending side sections having a pair of free ends and joined together at the other end of the side sections to form a base, the base of the V-shaped spacer member being attached to an inner surface of the closed end, and the pair of free ends being joined to the inner surface of the elongate sleeve body, one of the ends of the dowel bar engaging an inner surface of the outwardly angularly extending side sections thereby defining the expansion area between the dowel bar and the elongate sleeve body;

introducing the dowel bar into the hollow interior compartment;

positioning the dowel bar so that it engages the collapsible spacer members, without collapsing same, at a lateral distance from the inner surface of the elongate sleeve body and at a longitudinal distance from the closed end, said lateral distance and said longitudinal distance together defining an expansion area between the dowel bar and the sleeve assembly; and

collapsing the spacer members by moving the dowel bar in a lateral and/or longitudinal path within the hollow interior compartment in response to the expansion and contraction of the concrete by exerting interactive forces on said dowel bar thereby preventing the dowel bar from transmitting substantial shear stresses to the concrete during contraction and expansion of the concrete.

13. The method of claim 12, which includes the step of attaching the spacer member to the inner surface of the closed end thereby defining a longitudinally-extending expansion area between the dowel bar and the closed end.

14. The method of claim 12, which includes the step of providing at least one generally V-shaped spacer member comprising a flat rectangular base section, and joining the opposed ends of the flat rectangular base section to the other end of the side sections to form the V-shaped spacer member.

15. The method of claim 12, which further includes the step of providing at least one flexible elongate rod, attaching one end of each flexible elongate rod to each sleeve assembly, the other end of the flexible elongate rod extending upwardly to a point above the surface of the concrete and acting as a visible locating indicator of the concrete dowel slab joint.

16. The method of claim 12, which includes the step of providing a sleeve assembly comprising a plurality of connectable sleeve body sections, each sleeve body section having a closed end and a collapsible spacer member located within the hollow interior compartment, and connecting said sleeve body sections one to the other to form a unitary sleeve body structure.

17. The method of claim 16, which further includes the step of providing sleeve body sections comprising a closed distal end and an open proximal end, a flange attached to and extending perpendicularly about the proximal end of each of the sleeve body sections, said flange having formed therein a central aperture sized to permit passage of said dowel bar through said flange and into the confines of the hollow interior compartment, and connecting the flange of one sleeve body section to the flange of the other sleeve body section to form a unitary sleeve assembly structure.

18. The method of claim 17, which further includes the step of connecting said sleeve body sections one to the other to form a unitary sleeve assembly structure by clamping the flange of one sleeve body section to the flange of the other sleeve body section.