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US4117639A Expired / Lapsed US ⏱️ 0.0 years remaining

Reinforced insulated concrete building panel

Assignee: COREWALL Ltd A CORP OF ONTARIO CANADA
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Filing: 1977-06-29
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Granted: 1978-10-03
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Expires: 1997-06-29
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Abstract

Abstract A reinforced insulated concrete building panel has an inner layer of concrete and an outer layer of concrete, with a layer of insulating material sandwiched therebetween. Shear connectors are embedded in the layer of concrete and extend from the outer layer through the layer of insulation and into the inner layer to prevent delamination of the panel during handling. The shear connectors have projecting portions defining a depth gauge to indicate when the connector has been inserted a proper distance into the panel during construction of the panel. The method of constructing the panel comprises the steps of casting one of the layers of concrete and immediately thereafter placing the layer of insulation thereover and then inserting the shear connectors through the insulation and into the cast layer of concrete until the depth gauge portion of the shear connectors engage the insulation, thereby accurately positioning the shear connectors, and thereafter casting a second layer of concrete on top of the layer of insulation.

Inventors

  • 👤 Thomas William Steenson
  • 👤 W. Donald Paton

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-03 23:32
CPC Classifications
E; E04; E04C; E04C2/00; E04C2/02; E04C2/04; E04C2/044; E04C2/30; E04C2/38; E04C2/382; E04C2002/045; E04C2002/048

Claims Analysis

Total Claims: 4
Claim 1
Independent Claim 303 words
In a reinforced insulated concrete building panel having an inner layer of concrete, an outer layer of concrete, a layer of insulating material sandwiched therebetween, and prestressed reinforcing strands extending longitudinally through the inner and outer layers of concrete, the improvement comprising a plurality of reinforcing shear connectors embedded in the inner layer of concrete and extending through the layer of insulation into the outer layer of concrete to bond the layers together into a composite panel and to prevent delamination failure of the panel, said shear connectors each being spaced from all of the reinforcing strands, each shear connector being generally U-shaped, and having a pair of depending legs joined at one of their ends to a bight portion, the bight portion being bent downwardly in the central portion thereof to extend generally in the same direction as the legs to define a depth gauge, whereby the legs may be inserted through the layer of insulating material and into one of said layers of concrete until the depth gauge contacts the layer of insulating material, thus leaving a portion of the shear connector exposed above the layer of insulating material, the other ends of each of the depending legs having terminal portions extending in a common direction at approximately a right angle to the axis of the leg to form a secure bond between the one layer of concrete and the shear connector, said terminal portions being spaced from all of said reinforcing strands whereby said shear connectors are in spaced relationship with said reinforcing strands, said shear connectors being positioned such that the legs thereof lie in a plane generally parallel to the longitudinal axis of the panel, whereby during manufacture of the panel the shear connector can be readily accurately and securely positioned at a proper depth in the panel.
Claim 2
Dependent Claim 303 words
In a reinforced insulated concrete building panel having an inner layer of concrete, an outer layer of concrete, a layer of insulating material sandwiched therebetween, and prestressed reinforcing strands extending longitudinally through the inner and outer layers of concrete, the improvement comprising a plurality of reinforcing shear connectors embedded in the inner layer of concrete and extending through the layer of insulation into the outer layer of concrete to bond the layers together into a composite panel and to prevent delamination failure of the panel, said shear connectors each being spaced from all of the reinforcing strands, each shear connector being generally U-shaped, and having a pair of depending legs joined at one of their ends to a bight portion, the bight portion being bent downwardly in the central portion thereof to extend generally in the same direction as the legs to define a depth gauge, whereby the legs may be inserted through the layer of insulating material and into one of said layers of concrete until the depth gauge contacts the layer of insulating material, thus leaving a portion of the shear connector exposed above the layer of insulating material, the other ends of each of the depending legs having terminal portions extending in a common direction at approximately a right angle to the axis of the leg to form a secure bond between the one layer of concrete and the shear connector, said terminal portions being spaced from all of said reinforcing strands whereby said shear connectors are in spaced relationship with said reinforcing strands, said shear connectors being positioned such that the legs thereof lie in a plane generally parallel to the longitudinal axis of the panel, whereby during manufacture of the panel the shear connector can be readily accurately and securely positioned at a proper depth in the panel.
Claim 3
Dependent Claim 21 words
A panel as in claim 1, wherein the shear connectors are each embedded an equal amount in the layers of concrete.
Claim 4
Dependent Claim 31 words
A panel as in claim 1, wherein the inner and outer layers of concrete each have substantially the same thickness and the layer of insulating material is of a lesser thickness.

References Cited (Backward Citations)

US1511658A Cited
US2634603A Cited
US2653469A Cited
US2630615A Cited
US3237357A Cited
US3295278A Cited
US3438161A Cited
DE1609660A1 Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1981-10-02 1982-04-03 1982-10-03 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1985-10-02 1986-04-03 1986-10-03 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1989-10-02 1990-04-03 1990-10-03 $7700.00 Window Closed / Lapsed

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