Back to results
US 12,497,738 B1Granted
Concrete dowel plate with shear-activated hinge
OwnerS. Allen Face, IIIinventor
Life of this patent
Estimating the term…
Abstract
A dowel plate includes a rigid first plate, a rigid second plate, and a coupling attached to and disposed between the first plate and the second plate. The coupling comprises a rigid coupling that prevents relative rotation of the first plate and the second plate about the coupling's longitudinal axis when a torsional shear force acting on the coupling is less than a force threshold. The coupling comprises a hinged coupling that permanently permits the relative rotation when the torsional shear force exceeds the force threshold.
Claims18
A dowel plate, comprising:
- a rigid first plate;
- a rigid second plate;
- a coupling attached to and disposed between said first plate and said second plate, said coupling having a longitudinal axis;
- and
- said coupling comprising a rigid coupling that positions and constrains said first plate, said second plate, and said coupling in a co-planar arrangement and prevents relative rotation of said first plate and said second plate about said longitudinal axis when a torsional shear force acting on said coupling is less than a force threshold, and said coupling comprising a hinged coupling that permanently permits said relative rotation when said torsional shear force exceeds said force threshold wherein at least one of said first plate and said second plate is no longer constrained to said co-planar arrangement.
2 more elements
A dowel plate system, comprising:
- two adjacent and fresh concrete slabs separated by a joint space;
- a rigid first plate disposed in a first slab of said two adjacent and fresh concrete slabs;
- a rigid second plate disposed in a second slab of said two adjacent and fresh concrete slabs;
- and
- a coupling attached to and disposed between said first plate and said second plate, said coupling disposed in the said joint space, said coupling having a longitudinal axis extending along said joint space,
- said coupling comprising a rigid coupling prior to the drying and curing of said two adjacent and fresh concrete slabs, said rigid coupling positioning and constraining said first plate, said second plate, and said riqid coupling in a co-planar arrangement until a torsional shear force at said rigid coupling exceeds a force threshold, and said coupling comprising a hinged coupling as the two adjacent and fresh concrete slabs dry and cure to impart curling forces to said first plate and said second plate causing said torsional shear force at said riqid coupling to exceed said force threshold, said hinged coupling permanently permitting relative rotation of at least one of said first plate and said second plate about said longitudinal axis when said torsional shear force exceeds said force threshold wherein at least one of said first plate and said second plate is no longer constrained to said co-planar arrangement.
3 more elements
A method, comprising:
- by a dowel plate including a rigid first plate, a rigid second plate, and a coupling attached to and disposed between the first plate and the second plate with the coupling having a longitudinal axis, where the coupling comprises a rigid coupling that positions and constrains the first plate, the second plate, and the coupling in a co-planar arrangement and prevents relative rotation of the first plate and the second plate about the longitudinal axis when a torsional shear force acting on the rigid coupling is less than a force threshold, and where the coupling comprises a hinged coupling that permanently permits the relative rotation when the torsional shear force exceeds the force threshold wherein at least one of the first plate and the second plate is no longer constrained to the co-planar arrangement,
- positioning, while the coupling comprises the riqid coupling, the dowel plate as a link between two adjacent and fresh concrete slabs that are separated by a joint space with the first plate disposed in a first slab of the two adjacent and fresh concrete slabs, the second plate disposed in a second slab of the two adjacent and fresh concrete slabs, and the rigid coupling disposed in the joint space separating the two adjacent and fresh concrete slabs with the longitudinal axis of the rigid coupling extending along the joint space, and
- wherein, while the two adjacent and fresh concrete slabs dry and cure, the riqid coupling is permanently converted to the hinged coupling when the torsional shear force exceeds the force threshold.
Dependencies are inferred from the claim text.