Fire-Resistant Cover for Corbel System

Abstract

A cover for a corbel that may be incorporated into a precast concrete structure is provided having a shell with an interior and an exterior, triangular sides and a bottom extending between the two sides. The opening in the cover is defined by a perimeter, with a first section of the perimeter lying in a first plane and a second section of the perimeter lying in a second plane. The intersection of the first plane and the second plane forms a right angle. The first section of the perimeter may be attached to the base of the ledge component of the corbel, and the second section of the perimeter may be attached to the back plate of the ledge or the mount plate.

Description

CROSS-REFERENCE TO RELATED APPLICATIONS

[0001] The present application is a continuation of U.S. Patent Application Serial No. 18 / 329,788, filed on June 6, 2023, which claims priority to U.S. Provisional Patent Application 63 / 349,632 filed on June 7, 2022, the disclosures of which are incorporated by reference herein in their entireties.FIELD

[0002] The present invention is directed to a fire-resistant cover for a corbel system used in precast concrete structures. In particular, the cover is designed to shield the exposed portions of a metal alloy corbel, when the corbel is subjected to intense heat, such as in a fire.BACKGROUND OF THE INVENTION

[0003] Various prior art devices have been developed to connect one precast concrete component to another. For example, a corbel may be supported by a vertical precast concrete component, such as a wall, and the corbel may in turn support a horizontal, concrete beam.

[0004] Jablonsky – US Patent Application No. 2020 / 0318341 A1 discloses a concrete embeddable corbel system. The corbel has a mount plate with keyhole slots. Anchors extending from the back of the mount plate are embedded in a precast concrete component, with the front of the mount plate flush with the surface of the concrete component. A ledge engages the mount plate and supports a concrete beam. The ledge has a back plate, with studs to engage the keyhole slots in the mount plate, and a base connected at a right angle to the back plate, upon which a beam may rest. A gusset is provided between the back plate and the base of the ledge, to provide reinforcement.

[0005] Kelly et al. – US Patent No. 10,883,265 B2 disclose a corbel for concrete structures. The corbel has a receiving member, with anchors extending from the back, which is embedded in a precast concrete component. An attachment member, with a horizontal base for supporting a concrete beam, engages slots in the receiving member. In particular, vertical members (26) of attachment member (14) engage the slots in receiving member (12). Additionally, the vertical members function as gussets, to provide reinforcement of the horizontal base.

[0006] The corbels used in conjunction with concrete structures are typically made of steel. In the event of a fire, the corbel may be exposed to intense heat sufficient to cause the steel to soften and fail. Corbels for use in structures incorporating precast concrete are typically designed to have a minimum 1-hour fire rating, according to ASTM-E119, which measures the duration for which a specific building assembly can withstand a fire. It is often desirable, however, to provide the corbel with a higher rating, such as a 2-hour, 3-hour or even longer fire rating.

[0007] One prior art method of increasing the fire rating of a steel corbel is to encase the ledge component of the corbel in concrete, allow the concrete to cure, and install the ledge, that is, mate the ledge and the mount plate, with the concrete in place. There are a number of shortcomings with the prior art method. The concrete greatly increases the weight of the ledge, which makes installation of the ledge more physically demanding. Encasing the ledge in concrete and allowing the concrete to cure prior to installation adds steps to the manufacturing process. After the ledge is encased in concrete and installed in a precast concrete structure, the ledge cannot be visually inspected, without breaking the concrete apart.

[0008] Prior art devices for insulating structural components from heat generated by a fire are typically designed to engage a specific structural shape. Golliek – US Patent No. 775,562 discloses a heat-protective covering for columns or pillars. Sei Nikai et al. – US Patent No. 3,570,208 and Quigg – US Patent No. 3,908,327 disclose a fireproof layer, which can be attached to steel I-beams. Rumsey – US Patent No. 4,706,426 discloses a fire-rated, flush-mounted guard for the corner of walls. Despite the proliferation of prior art systems developed to insulate structural components, such systems are not readily adaptable to corbels used to support precast concrete beams.

[0009] Accordingly, there remains a need in the construction industry for a corbel cover that is economical to manufacture, lightweight, easy to install, and effective in providing protection against the extreme heat generated by a fire. SUMMARY OF THE INVENTION

[0010] The present invention includes a fire-resistant cover for a corbel used in precast concrete structures, and the combination of the cover and a corbel incorporated into a precast concrete structure, referred to as a corbel system.

[0011] The cover has a shell having an interior, an exterior, a first side, a second side opposite the first side, and a bottom extending from the first side to the second side. The cover has an opening defined by a perimeter. The perimeter has a first section lying in a first plane and a second section lying a second plane. The first plane and the second plane are aligned at an angle of approximately 90°, for example in the range of from 85° to 95°, depending upon the angle of the ledge of the corbel, relative to the mount plate or supporting precast concrete wall or beam. The first side and the second side of the shell may be parallel to each other.

[0012] The first side of the shell may be in the shape of a triangle having a first right angle positioned on the perimeter at an intersection of the first plane and the second plane. Correspondingly, the second side of the shell may also be in the shape of a triangle having a second right angle positioned on the perimeter at an intersection of the first plane and the second plane. Accordingly, the first side of the cover may be characterized as having a hypotenuse opposite the first right angle, and the second side may be characterized as having a hypotenuse opposite the second right angle. The bottom of the shell may extend from the hypotenuse of the first side to the hypotenuse of the second side, to create an enclosure for the corbel.

[0013] The shell component of the cover may be metallic, that is, comprising a metal or metal alloy, for example, stainless steel or carbon steel. The cover may be provided with a fire-resistant coating, in order to increase the duration of the fire rating. The coating may be selected from intumescent, sprayed fiber and cementitious coatings.

[0014] The cover is employed as part of a corbel system used in combination with a precast concrete structure, such as a wall or post, to support a precast beam, joist, girder, double tee or the like, aligned substantially perpendicular to the precast concrete structure. Examples of corbel systems used with precast concrete structures may be found in Jablonsky – US Patent Application No. 2020 / 0318341 A1 and Kelly et al. – US Patent No. 10,883,265 B2.

[0015] In one embodiment of the invention, the corbel component of the system includes a mount plate with a plurality of slots extending through the mount plate, from the face to the back. Anchors affixed to the back of the mount plate are embedded in the precast concrete structure, thereby aligning the face of the mount plate flush with the structure. A ledge is provided with projections corresponding to the slots in the mount plate. The ledge has a base for supporting a beam or similar structure on the corbel. When the corbel is assembled, the projections in the ledge engage the mount plate, and maintain the base in a substantially horizontal position, with the base aligned perpendicular to the mount plate. By way of example, the ledge may include a back plate, which is aligned perpendicular to the base. The back plate may have a plurality of headed studs, which engage keyhole slots in the mount plate, to secure the ledge. A gusset extending from the underside of the base to the front of the back plate provides reinforcement to the ledge.

[0016] A space is created between the base of the ledge, the face of the mount plate, and the shell. A solid insulating material may be provided in the space to further protect the corbel from high heat during a fire. In particular, it is believed to be critical to protect the gusset or other structural element supporting the base from collapsing toward to the mount plate. By way of example, the insulating material may have a thermal conductivity of 0.075 W / m⸱°K or less. It is believed that with the insulating material in the covered space defined by the shell of the cover, the corbel system can meet or exceed a 3-hour fire rating, according to ASTM-E119.

[0017] The cover may be attached to the corbel by one or more fasteners, extending through each of the first and second side of the shell and engaging the ledge component of the corbel. Accordingly, the cover may have a first hole extending through the first side of the shell adjacent the perimeter, and a second hole extending through the second side of the shell adjacent the perimeter.

[0018] The ledge is provided with receivers for engaging the fasteners. The receivers may be tabs extending from the periphery of the ledge, such as a sheet-like tabs welded to the ledge and aligned coplanar to the side of the adjacent cover. The tab may have a hole for receiving the threaded shaft of a fastener. In an alternative embodiment of the invention, the receivers may be drilled and tapped holes, in the sides of the ledge, such as in the sides of the base and / or the sides of the back plate.

[0019] In another embodiment of the invention, the second section of the perimeter of the shell abutting the mount plate may be provided with an outwardly extending flange, and the flange component may be attached to the mount plate of the corbel, in particular, adjacent the outer edge of the mount plate.

[0020] In yet another embodiment of the invention, the cover may be attached to the corbel by welding or use of a fire-resistant epoxy adhesive.BRIEF DESCRIPTION OF THE DRAWINGS

[0021] FIG. 1 is a top perspective view of the corbel cover of the present invention.

[0022] FIG. 2 is an exploded view of a precast concrete structure, a corbel, and the corbel cover of the present invention.

[0023] FIG. 3 is a side elevation view of the corbel cover installed over a corbel.

[0024] FIG. 4 is an embodiment of the corbel cover with a flange extending from the perimeter, for attaching the cover to the mount plate component of the corbel.DETAILED DESCRIPTION OF THE INVENTION

[0025] Without intending to limit the scope of the invention, the preferred embodiments and features are hereinafter set forth. All of the United States patents and published patent applications cited in the specification are incorporated herein by reference.

[0026] Referring to FIG. 1, cover 1 has shell 2, which defines interior 3 and exterior 4. Shell 2 has side 5 and side 6, opposite side 5, and bottom 7, extending from side 5 to side 6. Shell 2 is open to interior 3. Opening 8 is defined by a perimeter 9, which is characterized by a first section 10, lying in a first plane, and a second section 11, lying in a second plane.

[0027] Typically, the first plane and the second plane are aligned at an angle of approximately 90°, as shown as angles “θ” in FIG. 1, measured at the intersections of first section 10 and second section 11 of perimeter 9. The angle is selected to correspond to the angle of the ledge of the corbel, relative to the mount plate or supporting precast concrete structure. By way of example, the first plane and the second plane may be aligned at an angle of from 85° to 95°.

[0028] Shell 2 has holes 12 and 13 in side 5, adjacent perimeter 9, and holes 14 and 15 in side 6, adjacent perimeter 9. The holes 12-15 are designed to accept a fastener, which can engage the ledge of a corbel, and secure the cover in place.

[0029] In the embodiment illustrated in FIG. 1, sides 5 and 6 are triangular shaped, with edges 16 and 17, respectively, opposite angle θ. Accordingly, bottom 7 extends between the hypotenuses identified as edges 16 and 17.

[0030] Shell 2 of cover 1 may be made primarily of a metal or metal alloy, such as stainless steel or carbon steel provided with a fire-resistant coating. By way of example, the thickness of shell 2 may be 0.1 inches or less. Shell 2 may be made by welding the components together, folding a unitary piece of sheet metal, or a combination of welding and folding.

[0031] The exterior or interior or both the exterior and interior of shell 2 may be provided with a fire-resistant coating, in order to increase the duration of the fire rating. The coating may be applied to the exterior of the shell, the interior of the shell or both the exterior and the interior of the shell. The coating may be selected from intumescent, sprayed fiber and cementitious fire-resistant coatings. Intumescent coatings are made of a substance that swells up to 100 times its original thickness and chars when exposed to heat, thereby insulating the protected article. The use of fire-resistant coating to protect structural element, such as steel, by applying such coating to the structural element is known to those skilled in the art.

[0032] FIGS. 2 and 3 illustrate a precast concrete structure, a corbel, and the cover of the present invention. Corbel 19 has mount plate 20 embedded in precast concrete structure 21, which can be a wall, post, or other upright structure. Mount plate 20 has a plurality of keyhole slots 22 and a plurality of anchors 23 extending from its back side and embedded in concrete structure 21. Typically, mount plate 20 will be installed flush with the face of the precast concrete structure.

[0033] Ledge 24 has base 25, for supporting beam 26, and back plate 27, with a plurality of studs 28 extending rearward. Studs 28 are configured to engage keyhole slots 22 in mount plate 20. Gusset 29 extends between the lower side of base 25 and the face of back plate 27. Typically, base 25 and back plate 27 of ledge 24 are aligned at a 90° angle. Accordingly, when corbel 19 is assembled, with mount plate 20 aligned vertically in concrete structure 21, base 25 is aligned horizontally.

[0034] Ledge 24 is provided with receivers for attaching cover 1 over corbel 19. As shown in FIGS. 2 and 3, the receivers are tabs 30 and 31 extending from the lower side of base 24 and the front of back plate 27, respectively, on one side of ledge 24, and tabs 32 and 33 extending from the lower side of base 24 and front of back plate 27, respectively, on the opposite side of ledge 24. Tabs 30-33 may be welded to ledge 24, with the tabs aligned perpendicularly to ledge 24 and coplanar to sides 5 and 6 of cover 1. Tabs 30-33 may each be provided with a hole for receiving a fastener.

[0035] In addition to the tabs for attaching cover 1 to ledge 24, other embodiments of the invention may incorporate a different arrangement and / or type of receivers. By way of example, the sides of ledge 24, including base 24 and / or back plate 27 may be drilled and tapped to accept one or more threaded fasteners. Additionally, second section 11 of perimeter 9 of shell 2 may be provided with an outwardly projecting flange 18, as shown in FIG. 4. The flange may be secured with fasteners to receivers created in mount plate 20, such as by drilling and tapping the mount plate. Or the flange may be attached to mount plate 20 by welding or suitable adhesive compound. An advantage of the embodiment of the cover shown in FIG. 4 is that it may be attached to the base of the ledge and either (i) the back plate of the ledge (if one is employed in the corbel), or (ii) the mount plate.

[0036] FIG. 2 shows an example of fasteners that may be used in conjunction with the tabs extending from ledge 24. Fasteners 34-37 each have a threaded section for engaging tabs 30-33, respectively, and a head abutting exterior 4 of shell 2. There is no particular limitation on the type of fastener that may employed. In addition to threaded screws and bolts, the fastener may be a pulling rivet. Alternatively, the shell may be attached to the corbel by welding or use of a fire-resistant adhesive, such as a thermosetting adhesive, for example, an epoxy adhesive. An advantage of employing a threaded fastener, however, is that the cover may be removed from the corbel for periodic inspection.

[0037] FIG. 3 shows the corbel system when it is assembled. Beam 26 rests on base 25 of ledge 24. Cover 1 is installed with first section 10 of perimeter 9 adjacent the upper side of base 25 and second section 11 of perimeter 9 adjacent back plate 27. The interior of side 5 is in contact with one side of ledge 24, and the interior of side 6 is in contact with the opposite side of ledge 24, thereby minimizing the exposure of corbel 1 to heated gases, in case of a fire. Space 38 is created between gusset 29 of ledge 24 and interior 3 of shell 2, which allows room for a fire-resistant coating to be applied to the interior 3 of shell 2, and even enough room for an intumescent coating to expand.

[0038] The cover of the present invention has been tested and found to meet or exceed a 3-hour fire rating, according to ASTM-E119, when the shell is made of stainless steel.

[0039] The fire rating of the corbel system may be enhanced by providing a solid insulating material in space 38, that is, between an underside of base 25 and the face of mount plate 20. Useful insulating materials are solid at ambient temperature (25 °C) and may have a thermal conductivity of 0.075 W / m⸱°K or less, in particular, 0.05 W / m⸱°K or less, and a density of 50 lbs. / ft3 or less, in particular, 10 lbs. / ft3 or less.

[0040] There are, of course, many alternative embodiments and modifications of the invention, which are intended to be included in the following claims.

Examples

Embodiment Construction

[0025]Without intending to limit the scope of the invention, the preferred embodiments and features are hereinafter set forth. All of the United States patents and published patent applications cited in the specification are incorporated herein by reference.

[0026]Referring to FIG. 1, cover 1 has shell 2, which defines interior 3 and exterior 4. Shell 2 has side 5 and side 6, opposite side 5, and bottom 7, extending from side 5 to side 6. Shell 2 is open to interior 3. Opening 8 is defined by a perimeter 9, which is characterized by a first section 10, lying in a first plane, and a second section 11, lying in a second plane.

[0027]Typically, the first plane and the second plane are aligned at an angle of approximately 90°, as shown as angles “θ” in FIG. 1, measured at the intersections of first section 10 and second section 11 of perimeter 9. The angle is selected to correspond to the angle of the ledge of the corbel, relative to the mount plate or supporting precast concrete structur...

CROSS-REFERENCE TO RELATED APPLICATIONS

[0001] The present application is a continuation of U.S. Patent Application Serial No. 18 / 329,788, filed on June 6, 2023, which claims priority to U.S. Provisional Patent Application 63 / 349,632 filed on June 7, 2022, the disclosures of which are incorporated by reference herein in their entireties.FIELD

[0002] The present invention is directed to a fire-resistant cover for a corbel system used in precast concrete structures. In particular, the cover is designed to shield the exposed portions of a metal alloy corbel, when the corbel is subjected to intense heat, such as in a fire.BACKGROUND OF THE INVENTION

[0003] Various prior art devices have been developed to connect one precast concrete component to another. For example, a corbel may be supported by a vertical precast concrete component, such as a wall, and the corbel may in turn support a horizontal, concrete beam.

[0004] Jablonsky – US Patent Application No. 2020 / 0318341 A1 discloses a concrete embeddable corbel system. The corbel has a mount plate with keyhole slots. Anchors extending from the back of the mount plate are embedded in a precast concrete component, with the front of the mount plate flush with the surface of the concrete component. A ledge engages the mount plate and supports a concrete beam. The ledge has a back plate, with studs to engage the keyhole slots in the mount plate, and a base connected at a right angle to the back plate, upon which a beam may rest. A gusset is provided between the back plate and the base of the ledge, to provide reinforcement.

[0005] Kelly et al. – US Patent No. 10,883,265 B2 disclose a corbel for concrete structures. The corbel has a receiving member, with anchors extending from the back, which is embedded in a precast concrete component. An attachment member, with a horizontal base for supporting a concrete beam, engages slots in the receiving member. In particular, vertical members (26) of attachment member (14) engage the slots in receiving member (12). Additionally, the vertical members function as gussets, to provide reinforcement of the horizontal base.

[0006] The corbels used in conjunction with concrete structures are typically made of steel. In the event of a fire, the corbel may be exposed to intense heat sufficient to cause the steel to soften and fail. Corbels for use in structures incorporating precast concrete are typically designed to have a minimum 1-hour fire rating, according to ASTM-E119, which measures the duration for which a specific building assembly can withstand a fire. It is often desirable, however, to provide the corbel with a higher rating, such as a 2-hour, 3-hour or even longer fire rating.

[0007] One prior art method of increasing the fire rating of a steel corbel is to encase the ledge component of the corbel in concrete, allow the concrete to cure, and install the ledge, that is, mate the ledge and the mount plate, with the concrete in place. There are a number of shortcomings with the prior art method. The concrete greatly increases the weight of the ledge, which makes installation of the ledge more physically demanding. Encasing the ledge in concrete and allowing the concrete to cure prior to installation adds steps to the manufacturing process. After the ledge is encased in concrete and installed in a precast concrete structure, the ledge cannot be visually inspected, without breaking the concrete apart.

[0008] Prior art devices for insulating structural components from heat generated by a fire are typically designed to engage a specific structural shape. Golliek – US Patent No. 775,562 discloses a heat-protective covering for columns or pillars. Sei Nikai et al. – US Patent No. 3,570,208 and Quigg – US Patent No. 3,908,327 disclose a fireproof layer, which can be attached to steel I-beams. Rumsey – US Patent No. 4,706,426 discloses a fire-rated, flush-mounted guard for the corner of walls. Despite the proliferation of prior art systems developed to insulate structural components, such systems are not readily adaptable to corbels used to support precast concrete beams.

[0009] Accordingly, there remains a need in the construction industry for a corbel cover that is economical to manufacture, lightweight, easy to install, and effective in providing protection against the extreme heat generated by a fire. SUMMARY OF THE INVENTION

[0010] The present invention includes a fire-resistant cover for a corbel used in precast concrete structures, and the combination of the cover and a corbel incorporated into a precast concrete structure, referred to as a corbel system.

[0011] The cover has a shell having an interior, an exterior, a first side, a second side opposite the first side, and a bottom extending from the first side to the second side. The cover has an opening defined by a perimeter. The perimeter has a first section lying in a first plane and a second section lying a second plane. The first plane and the second plane are aligned at an angle of approximately 90°, for example in the range of from 85° to 95°, depending upon the angle of the ledge of the corbel, relative to the mount plate or supporting precast concrete wall or beam. The first side and the second side of the shell may be parallel to each other.

[0012] The first side of the shell may be in the shape of a triangle having a first right angle positioned on the perimeter at an intersection of the first plane and the second plane. Correspondingly, the second side of the shell may also be in the shape of a triangle having a second right angle positioned on the perimeter at an intersection of the first plane and the second plane. Accordingly, the first side of the cover may be characterized as having a hypotenuse opposite the first right angle, and the second side may be characterized as having a hypotenuse opposite the second right angle. The bottom of the shell may extend from the hypotenuse of the first side to the hypotenuse of the second side, to create an enclosure for the corbel.

[0013] The shell component of the cover may be metallic, that is, comprising a metal or metal alloy, for example, stainless steel or carbon steel. The cover may be provided with a fire-resistant coating, in order to increase the duration of the fire rating. The coating may be selected from intumescent, sprayed fiber and cementitious coatings.

[0014] The cover is employed as part of a corbel system used in combination with a precast concrete structure, such as a wall or post, to support a precast beam, joist, girder, double tee or the like, aligned substantially perpendicular to the precast concrete structure. Examples of corbel systems used with precast concrete structures may be found in Jablonsky – US Patent Application No. 2020 / 0318341 A1 and Kelly et al. – US Patent No. 10,883,265 B2.

[0015] In one embodiment of the invention, the corbel component of the system includes a mount plate with a plurality of slots extending through the mount plate, from the face to the back. Anchors affixed to the back of the mount plate are embedded in the precast concrete structure, thereby aligning the face of the mount plate flush with the structure. A ledge is provided with projections corresponding to the slots in the mount plate. The ledge has a base for supporting a beam or similar structure on the corbel. When the corbel is assembled, the projections in the ledge engage the mount plate, and maintain the base in a substantially horizontal position, with the base aligned perpendicular to the mount plate. By way of example, the ledge may include a back plate, which is aligned perpendicular to the base. The back plate may have a plurality of headed studs, which engage keyhole slots in the mount plate, to secure the ledge. A gusset extending from the underside of the base to the front of the back plate provides reinforcement to the ledge.

[0016] A space is created between the base of the ledge, the face of the mount plate, and the shell. A solid insulating material may be provided in the space to further protect the corbel from high heat during a fire. In particular, it is believed to be critical to protect the gusset or other structural element supporting the base from collapsing toward to the mount plate. By way of example, the insulating material may have a thermal conductivity of 0.075 W / m⸱°K or less. It is believed that with the insulating material in the covered space defined by the shell of the cover, the corbel system can meet or exceed a 3-hour fire rating, according to ASTM-E119.

[0017] The cover may be attached to the corbel by one or more fasteners, extending through each of the first and second side of the shell and engaging the ledge component of the corbel. Accordingly, the cover may have a first hole extending through the first side of the shell adjacent the perimeter, and a second hole extending through the second side of the shell adjacent the perimeter.

[0018] The ledge is provided with receivers for engaging the fasteners. The receivers may be tabs extending from the periphery of the ledge, such as a sheet-like tabs welded to the ledge and aligned coplanar to the side of the adjacent cover. The tab may have a hole for receiving the threaded shaft of a fastener. In an alternative embodiment of the invention, the receivers may be drilled and tapped holes, in the sides of the ledge, such as in the sides of the base and / or the sides of the back plate.

[0019] In another embodiment of the invention, the second section of the perimeter of the shell abutting the mount plate may be provided with an outwardly extending flange, and the flange component may be attached to the mount plate of the corbel, in particular, adjacent the outer edge of the mount plate.

[0020] In yet another embodiment of the invention, the cover may be attached to the corbel by welding or use of a fire-resistant epoxy adhesive.BRIEF DESCRIPTION OF THE DRAWINGS

[0021] FIG. 1 is a top perspective view of the corbel cover of the present invention.

[0022] FIG. 2 is an exploded view of a precast concrete structure, a corbel, and the corbel cover of the present invention.

[0023] FIG. 3 is a side elevation view of the corbel cover installed over a corbel.

[0024] FIG. 4 is an embodiment of the corbel cover with a flange extending from the perimeter, for attaching the cover to the mount plate component of the corbel.DETAILED DESCRIPTION OF THE INVENTION

[0025] Without intending to limit the scope of the invention, the preferred embodiments and features are hereinafter set forth. All of the United States patents and published patent applications cited in the specification are incorporated herein by reference.

[0026] Referring to FIG. 1, cover 1 has shell 2, which defines interior 3 and exterior 4. Shell 2 has side 5 and side 6, opposite side 5, and bottom 7, extending from side 5 to side 6. Shell 2 is open to interior 3. Opening 8 is defined by a perimeter 9, which is characterized by a first section 10, lying in a first plane, and a second section 11, lying in a second plane.

[0027] Typically, the first plane and the second plane are aligned at an angle of approximately 90°, as shown as angles “θ” in FIG. 1, measured at the intersections of first section 10 and second section 11 of perimeter 9. The angle is selected to correspond to the angle of the ledge of the corbel, relative to the mount plate or supporting precast concrete structure. By way of example, the first plane and the second plane may be aligned at an angle of from 85° to 95°.

[0028] Shell 2 has holes 12 and 13 in side 5, adjacent perimeter 9, and holes 14 and 15 in side 6, adjacent perimeter 9. The holes 12-15 are designed to accept a fastener, which can engage the ledge of a corbel, and secure the cover in place.

[0029] In the embodiment illustrated in FIG. 1, sides 5 and 6 are triangular shaped, with edges 16 and 17, respectively, opposite angle θ. Accordingly, bottom 7 extends between the hypotenuses identified as edges 16 and 17.

[0030] Shell 2 of cover 1 may be made primarily of a metal or metal alloy, such as stainless steel or carbon steel provided with a fire-resistant coating. By way of example, the thickness of shell 2 may be 0.1 inches or less. Shell 2 may be made by welding the components together, folding a unitary piece of sheet metal, or a combination of welding and folding.

[0031] The exterior or interior or both the exterior and interior of shell 2 may be provided with a fire-resistant coating, in order to increase the duration of the fire rating. The coating may be applied to the exterior of the shell, the interior of the shell or both the exterior and the interior of the shell. The coating may be selected from intumescent, sprayed fiber and cementitious fire-resistant coatings. Intumescent coatings are made of a substance that swells up to 100 times its original thickness and chars when exposed to heat, thereby insulating the protected article. The use of fire-resistant coating to protect structural element, such as steel, by applying such coating to the structural element is known to those skilled in the art.

[0032] FIGS. 2 and 3 illustrate a precast concrete structure, a corbel, and the cover of the present invention. Corbel 19 has mount plate 20 embedded in precast concrete structure 21, which can be a wall, post, or other upright structure. Mount plate 20 has a plurality of keyhole slots 22 and a plurality of anchors 23 extending from its back side and embedded in concrete structure 21. Typically, mount plate 20 will be installed flush with the face of the precast concrete structure.

[0033] Ledge 24 has base 25, for supporting beam 26, and back plate 27, with a plurality of studs 28 extending rearward. Studs 28 are configured to engage keyhole slots 22 in mount plate 20. Gusset 29 extends between the lower side of base 25 and the face of back plate 27. Typically, base 25 and back plate 27 of ledge 24 are aligned at a 90° angle. Accordingly, when corbel 19 is assembled, with mount plate 20 aligned vertically in concrete structure 21, base 25 is aligned horizontally.

[0034] Ledge 24 is provided with receivers for attaching cover 1 over corbel 19. As shown in FIGS. 2 and 3, the receivers are tabs 30 and 31 extending from the lower side of base 24 and the front of back plate 27, respectively, on one side of ledge 24, and tabs 32 and 33 extending from the lower side of base 24 and front of back plate 27, respectively, on the opposite side of ledge 24. Tabs 30-33 may be welded to ledge 24, with the tabs aligned perpendicularly to ledge 24 and coplanar to sides 5 and 6 of cover 1. Tabs 30-33 may each be provided with a hole for receiving a fastener.

[0035] In addition to the tabs for attaching cover 1 to ledge 24, other embodiments of the invention may incorporate a different arrangement and / or type of receivers. By way of example, the sides of ledge 24, including base 24 and / or back plate 27 may be drilled and tapped to accept one or more threaded fasteners. Additionally, second section 11 of perimeter 9 of shell 2 may be provided with an outwardly projecting flange 18, as shown in FIG. 4. The flange may be secured with fasteners to receivers created in mount plate 20, such as by drilling and tapping the mount plate. Or the flange may be attached to mount plate 20 by welding or suitable adhesive compound. An advantage of the embodiment of the cover shown in FIG. 4 is that it may be attached to the base of the ledge and either (i) the back plate of the ledge (if one is employed in the corbel), or (ii) the mount plate.

[0036] FIG. 2 shows an example of fasteners that may be used in conjunction with the tabs extending from ledge 24. Fasteners 34-37 each have a threaded section for engaging tabs 30-33, respectively, and a head abutting exterior 4 of shell 2. There is no particular limitation on the type of fastener that may employed. In addition to threaded screws and bolts, the fastener may be a pulling rivet. Alternatively, the shell may be attached to the corbel by welding or use of a fire-resistant adhesive, such as a thermosetting adhesive, for example, an epoxy adhesive. An advantage of employing a threaded fastener, however, is that the cover may be removed from the corbel for periodic inspection.

[0037] FIG. 3 shows the corbel system when it is assembled. Beam 26 rests on base 25 of ledge 24. Cover 1 is installed with first section 10 of perimeter 9 adjacent the upper side of base 25 and second section 11 of perimeter 9 adjacent back plate 27. The interior of side 5 is in contact with one side of ledge 24, and the interior of side 6 is in contact with the opposite side of ledge 24, thereby minimizing the exposure of corbel 1 to heated gases, in case of a fire. Space 38 is created between gusset 29 of ledge 24 and interior 3 of shell 2, which allows room for a fire-resistant coating to be applied to the interior 3 of shell 2, and even enough room for an intumescent coating to expand.

[0038] The cover of the present invention has been tested and found to meet or exceed a 3-hour fire rating, according to ASTM-E119, when the shell is made of stainless steel.

[0039] The fire rating of the corbel system may be enhanced by providing a solid insulating material in space 38, that is, between an underside of base 25 and the face of mount plate 20. Useful insulating materials are solid at ambient temperature (25 °C) and may have a thermal conductivity of 0.075 W / m⸱°K or less, in particular, 0.05 W / m⸱°K or less, and a density of 50 lbs. / ft3 or less, in particular, 10 lbs. / ft3 or less.

[0040] There are, of course, many alternative embodiments and modifications of the invention, which are intended to be included in the following claims.

Examples

Embodiment Construction

[0025]Without intending to limit the scope of the invention, the preferred embodiments and features are hereinafter set forth. All of the United States patents and published patent applications cited in the specification are incorporated herein by reference.

[0026]Referring to FIG. 1, cover 1 has shell 2, which defines interior 3 and exterior 4. Shell 2 has side 5 and side 6, opposite side 5, and bottom 7, extending from side 5 to side 6. Shell 2 is open to interior 3. Opening 8 is defined by a perimeter 9, which is characterized by a first section 10, lying in a first plane, and a second section 11, lying in a second plane.

[0027]Typically, the first plane and the second plane are aligned at an angle of approximately 90°, as shown as angles “θ” in FIG. 1, measured at the intersections of first section 10 and second section 11 of perimeter 9. The angle is selected to correspond to the angle of the ledge of the corbel, relative to the mount plate or supporting precast concrete structur...

Claims

1. A fire-resistant corbel system for use with a precast concrete structure, the system comprising:a corbel defining a ledge configured to support a beam, wherein the corbel defines a receiver opening;a cover defining an interior surface and an exterior surface, wherein the cover is configured to enclose an underside of the ledge when the cover is attached to the corbel, wherein the cover comprises a hole that aligns with the receiver opening to receive a fastener configured to secure the cover to the corbel.

2. The fire-resistant corbel system of claim 1, wherein the receiver opening comprises a plurality of receiver openings, wherein the hole comprises a plurality of holes, and wherein the fastener comprises a plurality of fasteners.

3. The fire-resistant corbel system of claim 1, wherein the cover comprises a metallic shell.

4. The fire-resistant corbel system of claim 1, wherein the cover comprises a concrete material.

5. The fire-resistant corbel system of claim 1, wherein the receiver opening is defined by a tab extending from the ledge.

6. The fire-resistant corbel system of claim 1, wherein the corbel further comprises a mount plate configured to be embedded in the precast concrete structure with a face of the mount plate exposed from the precast concrete structure.

7. The fire-resistant corbel system of claim 6, wherein the corbel defines a plurality of slots extending through the mount plate.

8. The fire-resistant corbel system of claim 1, wherein the cover is spaced apart from an upper surface of the ledge when the cover is attached to the corbel, the upper surface defining a support surface which contacts the beam.

9. The fire-resistant corbel system of claim 1, wherein the cover is removable from the corbel.

10. A method of configuring a corbel, the method comprising:providing a precast concrete structure, the precast concrete structure including a corbel, wherein the corbel comprises a mount plate having a plurality of slots extending through the mount plate and a ledge extending from the mount plate, wherein a load bearing surface of the ledge is exposed from the precast concrete structure;aligning a cover at a prescribed location relative to the corbel; andwith the cover aligned at the prescribed location, inserting a fastener through a hole in the cover and a receiver opening in the corbel to secure the cover to the corbel.

11. The method of claim 10, further comprising removing the fastener to detach the cover from the corbel.

12. The method of claim 10, wherein aligning the cover at the prescribed location comprises aligning the hole with the receiver opening, wherein the receiver opening is defined by a tab extending from the ledge or the mount plate.

13. The method of claim 10, wherein inserting the fastener comprises threading the fastener into a threaded portion of the receiver opening.

14. The method of claim 10, wherein the corbel comprises a metal, and wherein the cover comprises a concrete material.

15. The method of claim 10, wherein a resulting corbel system has a 3-hour fire rating according to ASTM-E119 at a loading of 27,000 lbs.

16. The method of claim 10, wherein the receiver opening comprises a plurality of receiver openings, wherein the hole comprises a plurality of holes, and wherein the fastener comprises a plurality of fasteners.

17. A corbel for use with a precast concrete structure, the corbel comprising:a mount plate with a plurality of slots extending through the mount plate;a ledge extending from the mount plate in a direction perpendicular to the mount plate, wherein the ledge defines a load bearing surface configured to support a beam; anda first receiver tab extending from the mount plate or the ledge, the first receiver tab defining a receiver opening configured to receive a first fastener to secure a cover to the corbel.

18. The corbel of claim 17, wherein the other of the mount plate or the ledge further defines a second receiver tab, the second receiver tab defining a receiver opening configured to receive a second fastener to secure the cover to the corbel.

19. The corbel of claim 18, wherein the first and second receiver tabs lie alone parallel planes.

20. The corbel of claim 17, wherein the corbel is configured to removably receive the cover, and wherein the cover comprises a metallic shell or a concrete material.

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