A joist chord reinforcement apparatus for a joist having a chord with a first chord end and a second chord end is disclosed that includes a reinforcement rod, first and second end clamp assemblies operable to clamp the reinforcement rod to the first and second ends of the chord respectively, and at least one rod clamping assembly operable to secure the reinforcement rod to the chord between the first and second end clamp assemblies when the first and second end clamp assemblies are clamping the reinforcement rod to first and second ends of the chord respectively. A method of reinforcing the chord of a joist is also disclosed.

The present invention relates to using interlocking spacer braces between support members to construct wood and metal framed walls, floors and building trusses. Spacer braces have indentations, extensions, with hook fingers, hook tongues and hook receivers along with U & W shaped clips that interlock horizontally, vertically or diagonally between support members. The spacer braces can form diagonal and lateral wall bracing, diagonal and vertical chords within building truss with either horizontally or vertical orientations, headers above doors and windows and shear walls. The spacer braces can be installed individually or in tandem between wood or metal framing.

A joist reinforcement apparatus is disclosed for a joist having a top chord, a bottom chord, and plurality of cross supports extending between the top chord and the bottom chord, the plurality of cross supports forming panel points along the joist. A panel point bracket assembly can be securable about one of the panel points of the joist. A load bracket assembly can be securable to either the top chord or the bottom chord of the joist. An adjustable coupling assembly can have a first end pivotally connected to the panel point bracket assembly and a second end pivotally connected to the load bracket assembly. The apparatus can help provide non-welded single point load reinforcement on a chord of a joist.

The assembled light steel structure energy-saving composite wall in the present invention comprises: a cement board and/or ceramic tile, a column, a support rod, a cross beam, a bottom plate, a diagonal brace and a diagonal draw steel bar. In the thickness direction of the composite wall, the horizontal side of each group of columns is outside the composite wall, a plurality of support rods and diagonal braces are installed between the four second vertical sides of the columns of the each opposite group of columns. In the width direction of the composite wall, a plurality of cross beams and diagonal draw steel bars are installed between the first vertical sides of the column of the adjacent groups of columns. On both sides of the thickness direction of the composite wall, the horizontal sides of the column of the two adjacent columns are provided with a cement board and/or a ceramic tile inserted by a strip fastener and a strip, and the space enclosed by the cement board and the ceramic tile, the cement board and the cement board or the ceramic tile and the ceramic tile is filled with the filler. The assembled light steel structure wall system is simple to assemble, convenient to transport, operate and maintain, energy-saving and heat-preserving, the wall installation and wall decoration is completed at one time.

An interlocking elongate stackable spacer member for spacing structural framing members. The spacer is elongate having a lengthwise main portion and an offset portion, the offset portion defining a recess on a first side of the elongate body and a corresponding protrusion on a second side of the elongate body. The length of the protrusion corresponding to a desired spacing between adjacent trusses. The spacer can include a first end portion with a first connector and a second end portion having a cooperative second connector. The spacer is configured to interlock with another like spacer by inserting a first projection end portion of the first connector, into an aperture of the second connector, of the other of the spacer and the another spacer, such that the first projection end portion and the aperture of the second connector resist separation of the spacer and the another spacer along the lengthwise axis.

A curved brace is described herein. In some embodiments, the curved brace includes a base plate that has a proximal segment with one or more fastener apertures that is configured to confront a vertical post, a distal segment located distal to the proximal segment that includes one or more fastener apertures that is configured to confront a lateral beam and a curved middle segment located between the proximal and distal segments. A support plate with a curved base as well as a curved free edge may be attached to the base plate. The curved middle segment of the base plate may have an apex facing the apex angle formed at the connection of the lateral beam to the support beam. Methods of using and manufacturing the curved brace are also described.

Disclosed herein is a method of manufacturing a modular building structure. A plurality of structural truss modules are provided. Each one of the structural truss modules includes a spaced pair of elongated wood chords and a web connecting the elongated wood chords. The web including a plurality of metal support rods each having a pair of opposed threaded sections. The first of the pair of opposed threaded sections engaged to a first one of the elongated wood chords at an angle thereto. The second of the pair of opposed threaded sections engaged to the other one of the elongated wood chords at an angle thereto. The structural truss modules are cut to a predetermined length. A first member is connected between the spaced pairs of elongated wood chords. First ends of the plurality of structural truss modules are configured to connect to a ledger member.

Supplemental support structure for a hot aisle/cold aisle forming apparatus having vertical supports and a grid of parallel and perpendicular rows of elongated grid members attached to and supported by the vertical supports is disclosed. The supplemental support structure may include vertical support caps attached to the hot aisle/cold aisle forming apparatus above the vertical supports and the grid of parallel and perpendicular rows of elongated grid members and a grid of elongated cross supports. Each of the elongated cross supports may be connected to and supported by at least two of the vertical support caps at an angle of other than 0, 90, 180, and 270 with the parallel and perpendicular rows of elongated grid members.

A bollard panel having adjacent bollards and a gap between the adjacent bollards, a brace having a panel connector, a first longitudinal section, and a second longitudinal section, and the brace supporting the bollard panel in a vertical position relative to a ground with the brace disposed in the gap with the first longitudinal section located on a first side of the bollard panel, the second longitudinal section located on a second side of the bollard panel, and the panel connector attached to the bollard panel.

A structural support system of paired top and bottom rails connected by a plurality of vertically-oriented brackets, for use in construction settings such as truss arrangements and staircases. The rails have elongated slots for receiving and retaining connectors of the brackets. For staircase arrangements, the upper rail further includes an upper elongated slot for receiving step supports, and at least two paired top-bottom rails are positioned laterally for a step to be secured to upper surfaces of the laterally-adjacent step supports. Spacers can be employed in any or all of the slots for providing a desired distance between brackets or step supports.