Monolithic pour crack control system and method of use

• US 7,381,007 B2
• Filed: 08/06/2007
• Issued: 06/03/2008
• Est. Priority Date: 09/01/2006
• Status: Active Grant

• Current Assignee: Shaw & Sons Inc
• Original Assignee: Shaw & Sons Inc
• Inventors: Shaw, Lee A., Shaw, Ronald D.
• Primary Examiner(s): Hartmann; Gary S
• Application Number:
  US11/890,344
• Publication Number:
  US 20080056821A1
• Time in Patent Office: 302 Days
• Field of Search: 523/960.2, 523/960.3, 523/960.4, 524/02, 404/47, 404/48, 404/64, 404/68, 404/69, 404/75
• US Class Current: 404/48
• 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 23/021 Removable, e.g. reusable, forms for grooves or like channels E01C23/028 takes precedence; groove-forming members of groove-making apparatus E01C23/025, E01C23/026; Installing same prior to placing the paving into laid paving E01C23/026

Abstract

A joint assembly for controlling fractures along a fracture axis in a monolithic pour concrete structure is provided. The concrete structure is defined by a first edge form section and a generally opposed second edge form section. The joint assembly is characterized by a suspension line extending between the first edge form section and the second edge form section, and a fracture inducing sheath suspended therefrom within the concrete structure. The sheath may define an elongate slit that exposes an internal channel that the suspension line traverses. Additionally, a method for forming a control joint in a monolithic pour concrete structure via the joint assembly is provided.

Claims

1. A joint assembly for controlling fractures along a fracture axis in a monolithic pour concrete structure defined by a first edge form section and a generally opposed second edge form section, the assembly comprising:

an upper suspension line extending between the first edge form section and the second edge form section along the fracture axis, the upper suspension line defining a proximal end fixed to the first edge form section and a distal end fixed to the second edge form section; and

a fracture inducing sheath defining an elongate slit that exposes an upper internal channel defined by the sheath, the slit and the upper internal channel extending along the length of the sheath to define open ends thereof, and an entire cross section of the upper suspension line being enclosed within the upper internal channel in an overlapping relationship to suspend the sheath within the concrete structure.

2. The joint assembly of claim 1, wherein the width of the slit is smaller than the width of the upper internal channel to retain the upper suspension line therein.

3. The joint assembly of claim 1, wherein the fracture inducing sheath is extruded plastic.

4. The joint assembly of claim 1, further comprising a lateral reinforcement assembly in the concrete structure, the assembly comprising:

a plurality of reinforcement members disposed transversely across the fracture axis and the sheath, each reinforcement member having a sleeve and a tubular dowel inserted therein; and

a basket assembly with the plurality of reinforcement members mounted thereto, the basket assembly including a plurality of support members, a plurality of interconnecting members attaching one of the support members to another one of the support members.

5. The joint assembly of claim 1, further comprising:

fasteners securing the proximal and distal ends of the upper suspension line to the respective one of the first and second edge form sections.

6. The joint assembly of claim 5, wherein the first edge form section and the second edge form section each define an upper surface, the fasteners being driven through the upper surface.