Abstract: The decking anchors have a web anchor and a flange anchor that are operatively coupled together. In an assembly position, the web anchor and the flange anchor may be oriented in the same plane. After insertion into the cavity of the decking, the flange anchor may contact the upper flange of the decking, the web anchor may be rotated (e.g., after moving vertically upward while the flange anchor remains stationary), the web anchor may engage the webs of the decking (e.g., after moving vertically downward while the flange anchor remains stationary), and a stop may be operatively coupled to the web anchor and the flange anchor, in order to secure the web anchor and the flange anchor to each other while the web anchor contacts the webs and the flange anchor contacts the upper flange to form an anchor within the decking that has loading resistance in all directions.

Abstract: The decking anchors may have a primary portion and a secondary portion that are operatively coupled together, such as through a fastener. The primary portion may comprise one or more primary projections (e.g., first and second primary projections) and/or the secondary portion may comprise one or more secondary projections (e.g., first and second secondary projections). In a first position adjacent projections may be retracted towards each other. In the first position the anchor may be installed into a cavity of the decking panel. The anchor may be rotated into a pre-installed position, and a force is exerted on the anchor such that the projections contact the webs of the decking. In response to continued force the projections move with respect to each other such that the anchor is moved into an installed position (e.g., the adjacent projections extend with respect to each other).

Abstract: The decking anchors may have a primary portion and a secondary portion that are operatively coupled together, such as through a fastener. The primary portion may comprise one or more primary projections (e.g., first and second primary projections) and/or the secondary portion may comprise one or more secondary projections (e.g., first and second secondary projections). In a first position adjacent projections may be retracted towards each other. In the first position the anchor may be installed into a cavity of the decking panel. The anchor may be rotated into a pre-installed position, and a force is exerted on the anchor such that the projections contact the webs of the decking. In response to continued force the projections move with respect to each other such that the anchor is moved into an installed position (e.g., the adjacent projections extend with respect to each other).

Abstract: The present invention relates to a tool for forming a joint in an interlocking side-lapped seam formed between first and second structural decking panels. The decking tool may include a frame, actuator, and arms with jaws, wherein the actuator forms a structural component of the decking tool and is located between the frame and the arms with the jaws. Moreover, the decking tool may further comprise one or more shields and jaw guards. The one or more shields may cover the arms on at least one side for protection. The one or more jaw guards may be utilized with or without the shields, and may or may not be integral with the shields. The one or more jaw guards have a number of benefits, such as protecting the jaws, positioning the jaws, being utilized as levers to help remove the jaws, and being utilized to prevent separation of the side-lap seam.

Abstract: The decking anchors have a web anchor and a flange anchor that are operatively coupled together. In an assembly position, the web anchor and the flange anchor may be oriented in the same plane. After insertion into the cavity of the decking, the flange anchor may contact the upper flange of the decking, the web anchor may be rotated (e.g., after moving vertically upward while the flange anchor remains stationary), the web anchor may engage the webs of the decking (e.g., after moving vertically downward while the flange anchor remains stationary), and a stop may be operatively coupled to the web anchor and the flange anchor, in order to secure the web anchor and the flange anchor to each other while the web anchor contacts the webs and the flange anchor contacts the upper flange to form an anchor within the decking that has loading resistance in all directions.

Abstract: Embodiments of the invention include structural decking systems with at least a four-layered seam and methods for manufacturing and assembling structural decking systems with at least four-layered seams. The decking panels may be provided with an edge having an exposed “male lip” with two layers, and an opposite edge having a “female lip” with two layers. Individual panels may be coupled together by placing the female lip of a first panel over the male lip of an adjacent panel, thus creating an unjoined seam. In order to couple the panels together, the panels may be secured through various couplings configurations. The couplings may be formed by deforming, cutting, and/or welding the seam. Not only do the couplings help prevent vertical separation between adjacent panels, the couplings minimize lateral shifting along the seam, and ensure a desired level of shear strength in the seam and across the structural decking system.

Abstract: The invention relates to structural panel systems with at least a four-layered generally in-plane sidelap, at least a three layer generally in-plane sidelap, or corner sidelaps of various layers, and methods for manufacturing and assembling structural panel systems with these types of sidelaps. The structural panels may be provided with an edge having a “lower lip” with two layers, and an opposite edge having an “upper lip” with two layers. Individual panels may be coupled together by placing the upper lip of a first panel over the lower lip of an adjacent panel, thus creating an un-joined sidelap. The lips may have nested portions for helping to place one lip over the other. The panels may be operatively coupled through various couplings configurations, such as fasteners, welding, cutting the sidelap, or the like. The present invention improves the shear strength of the structural panel system and reduces costs.

Abstract: Embodiments of the invention include structural decking systems with at least a four-layered seam and methods for manufacturing and assembling structural decking systems with at least four-layered seams. The decking panels may be provided with an edge having an exposed “male lip” with two layers, and an opposite edge having a “female lip” with two layers. Individual panels may be coupled together by placing the female lip of a first panel over the male lip of an adjacent panel, thus creating an unjoined seam. In order to couple the panels together, the panels may be secured through various couplings configurations. The couplings may be formed by deforming, cutting, and/or welding the seam. Not only do the couplings help prevent vertical separation between adjacent panels, the couplings minimize lateral shifting along the seam, and ensure a desired level of shear strength in the seam and across the structural decking system.

Abstract: The present invention relates to a tool for forming a joint in an interlocking side-lapped seam formed between first and second structural decking panels. The decking tool may include a frame, actuator, and arms with jaws, wherein the actuator forms a structural component of the decking tool and is located between the frame and the arms with the jaws. Moreover, the decking tool may further comprise one or more shields and jaw guards. The one or more shields may cover the arms on at least one side for protection. The one or more jaw guards may be utilized with or without the shields, and may or may not be integral with the shields. The one or more jaw guards have a number of benefits, such as protecting the jaws, positioning the jaws, being utilized as levers to help remove the jaws, and being utilized to prevent separation of the side-lap seam.

Abstract: The invention relates to structural panel systems with at least a four-layered generally in-plane sidelap, at least a three layer generally in-plane sidelap, or corner sidelaps of various layers, and methods for manufacturing and assembling structural panel systems with these types of sidelaps. The structural panels may be provided with an edge having a “lower lip” with two layers, and an opposite edge having an “upper lip” with two layers. Individual panels may be coupled together by placing the upper lip of a first panel over the lower lip of an adjacent panel, thus creating an un-joined sidelap. The lips may have nested portions for helping to place one lip over the other. The panels may be operatively coupled through various couplings configurations, such as fasteners, welding, cutting the sidelap, or the like. The present invention improves the shear strength of the structural panel system and reduces costs.

Abstract: The invention relates to structural panel systems with at least a four-layered generally in-plane sidelap, at least a three layer generally in-plane sidelap, or corner sidelaps of various layers, and methods for manufacturing and assembling structural panel systems with these types of sidelaps. The structural panels may be provided with an edge having a “lower lip” with two layers, and an opposite edge having an “upper lip” with two layers. Individual panels may be coupled together by placing the upper lip of a first panel over the lower lip of an adjacent panel, thus creating an un-joined sidelap. The lips may have nested portions for helping to place one lip over the other. The panels may be operatively coupled through various couplings configurations, such as fasteners, welding, cutting the sidelap, or the like. The present invention improves the shear strength of the structural panel system and reduces costs.

Abstract: Embodiments of the invention included structural decking systems with at least a four-layered seam and methods for manufacturing and assembling structural decking systems with at least four-layered seams. The decking panels may be provided with an edge having an exposed “male lip” with two layers, and an opposite edge having a “female lip” with two layers. Individual panels may be coupled together by placing the female lip of a first panel over the male lip of an adjacent panel, thus creating an unjoined seam. In order to couple the panels together, the panels may be secured through various couplings configurations. The couplings may be formed by deforming, cutting, and/or welding the seam. Not only do the couplings help prevent vertical separation between adjacent panels, the couplings minimize lateral shifting along the seam, and ensure a desired level of shear strength in the seam and across the structural decking system.

Abstract: The invention relates to structural panel systems with at least a four-layered generally in-plane sidelap, at least a three layer generally in-plane sidelap, or corner sidelaps of various layers, and methods for manufacturing and assembling structural panel systems with these types of sidelaps. The structural panels may be provided with an edge having a “lower lip” with two layers, and an opposite edge having an “upper lip” with two layers. Individual panels may be coupled together by placing the upper lip of a first panel over the lower lip of an adjacent panel, thus creating an un-joined sidelap. The lips may have nested portions for helping to place one lip over the other. The panels may be operatively coupled through various couplings configurations, such as fasteners, welding, cutting the sidelap, or the like. The present invention improves the shear strength of the structural panel system and reduces costs.

Abstract: Embodiments of the invention included structural decking systems with at least a four-layered seam and methods for manufacturing and assembling structural decking systems with at least four-layered seams. The decking panels may be provided with an edge having an exposed “male lip” with two layers, and an opposite edge having a “female lip” with two layers. Individual panels may be coupled together by placing the female lip of a first panel over the male lip of an adjacent panel, thus creating an unjoined seam. In order to couple the panels together, the panels may be secured through various couplings configurations. The couplings may be formed by deforming, cutting, and/or welding the seam. Not only do the couplings help prevent vertical separation between adjacent panels, the couplings minimize lateral shifting along the seam, and ensure a desired level of shear strength in the seam and across the structural decking system.