A modular pipe brace assembly is provided for supporting a concrete wall panel, where the modular pipe brace assembly has a plurality of brace sections that each have a pipe with one of at least two standard lengths and a connection plate attached to each end of the pipe. At least two of the plurality of brace sections are attached together in longitudinal alignment by engaging the connection plates to define a pipe assembly with a desired length. An adjustable shoe assembly is attached to each end of the pipe assembly and is configured to engage a ground anchor or a concrete wall panel. The plurality of brace sections may, for example, include a low-load brace section that has a low-load capacity pipe and a high-load brace section that has a high-load capacity pipe.

A modular pipe brace assembly is provided for supporting a concrete wall panel, where the modular pipe brace assembly has a plurality of brace sections that each have a pipe with one of at least two standard lengths and a connection plate attached to each end of the pipe. At least two of the plurality of brace sections are attached together in longitudinal alignment by engaging the connection plates to define a pipe assembly with a desired length. An adjustable shoe assembly is attached to each end of the pipe assembly and is configured to engage a ground anchor or a concrete wall panel. The plurality of brace sections may, for example, include a low-load brace section that has a low-load capacity pipe and a high-load brace section that has a high-load capacity pipe.

A system and method for supporting a buckled wall. The system positions a support structure adjacent the buckling wall in order to stop or diminish additional buckling. The support structure consists of a base beam that runs along the ground parallel to the wall. At least one lateral leg extends from the base beam to make a stable base. A vertical beam extends upwardly from the base. One or more jacks are used to tilt the base and the vertical beam toward the buckling wall. Contact braces are supported by the vertical beam. Each of the contact braces has a faceplate that can be individually adjusted into contact with the buckling wall. The faceplates can articulate and match the angle of the wall where contacted.

A turnbuckle-style support strut with tunable stiffness, wherein the turnbuckle-style support strut uses opposing stacks comprised of one or more Belleville spring washers to provide the tunable stiffness to support a given application.

An apparatus for an entryway includes: a sheet of material having a top, a bottom, a left side, and a right side, and a sleeve at the top of the sheet of material. The sheet of material has an opening extending to the bottom of the sheet of material between the left side and the right side of the sheet of material from a position below the sleeve. The opening has a left seam and a right seam, wherein a first magnet is positioned at the left seam of the opening and a second magnet is positioned at the right seam of the opening, wherein the first and second magnets are magnetically coupled. A variable-length cross member has a first end and a second end. The cross member is positioned in the sleeve and includes a first securing mechanism at the first end and a second securing mechanism at the second end that secure the cross member respectively to body portions of a first vertical pole and a second vertical pole.

An apparatus for an entryway includes: a sheet of material having a top, a bottom, a left side, and a right side, and a sleeve at the top of the sheet of material. The sheet of material has an opening extending to the bottom of the sheet of material between the left side and the right side of the sheet of material from a position below the sleeve. The opening has a left seam and a right seam, wherein a first magnet is positioned at the left seam of the opening and a second magnet is positioned at the right seam of the opening, wherein the first and second magnets are magnetically coupled. A variable-length cross member has a first end and a second end. The cross member is positioned in the sleeve and includes a first securing mechanism at the first end and a second securing mechanism at the second end that secure the cross member respectively to body portions of a first vertical pole and a second vertical pole.

A brace insert device that is configured to be cast in concrete includes an anchor insert that has a hub with a threaded inner surface and a plurality of legs extending from the hub. A fastener has a shank portion that is threadably engaged with the threaded inner surface of the hub, where a head portion of the fastener is coupled to an end of the shank portion. A cap has an inner surface that is disposed over and conceals the head portion of the fastener. The cap is configured to be removed from a cured concrete structure to expose and allow operable access to the head portion of the fastener for use in attaching a wall brace.

A brace insert device that is configured to be cast in concrete includes an anchor insert that has a hub with a threaded inner surface and a plurality of legs extending from the hub. A fastener has a shank portion that is threadably engaged with the threaded inner surface of the hub, where a head portion of the fastener is coupled to an end of the shank portion. A cap has an inner surface that is disposed over and conceals the head portion of the fastener. The cap is configured to be removed from a cured concrete structure to expose and allow operable access to the head portion of the fastener for use in attaching a wall brace.

A modular assembly jig system for use in constructing a structural element on a construction site is disposable between an operative assembled configuration and a collapsed configuration for transport or storage. The system includes a jig platform assembly comprising a plurality of platform members, and a support assembly disposed in a supporting relation to the jig platform assembly. An alignment assembly disposed along the jig platform assembly facilitates alignment of a portion of the structural element during construction. A guide assembly having at least one guide member is at least temporarily interconnected to the jig platform assembly, and an adjustable clamp assembly is operatively positionable along at least a portion of the guide assembly. The adjustable clamp assembly retains at least a portion of the structural element in position during construction. An extension assembly is provided to increase an operative working area of the jig platform assembly.

A modular assembly jig system for use in constructing a structural element on a construction site is disposable between an operative assembled configuration and a collapsed configuration for transport or storage. The system includes a jig platform assembly comprising a plurality of platform members, and a support assembly disposed in a supporting relation to the jig platform assembly. An alignment assembly disposed along the jig platform assembly facilitates alignment of a portion of the structural element during construction. A guide assembly having at least one guide member is at least temporarily interconnected to the jig platform assembly, and an adjustable clamp assembly is operatively positionable along at least a portion of the guide assembly. The adjustable clamp assembly retains at least a portion of the structural element in position during construction. An extension assembly is provided to increase an operative working area of the jig platform assembly.