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 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.

An elongate profiled section element for a mounting system includes a bottom, a top side opposite the bottom, and sidewalls extending from the bottom to the top side. The top side includes two flanges which extend from the side walls and delimit between them a longitudinal slot. The top side has a smaller width than the bottom. At least one of the side walls is a stepped sidewall having a stepped shape seen in cross section. The stepped sidewall has two wall sections facing the opposite sidewall and an intermediate wall section substantially parallel to the bottom. The intermediate wall section is provided with a row of holes and the bottom is provided with a row of holes aligned therewith, said holes being adapted to cooperate with a self tapping screw.

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.

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, fingers 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, beams, hold-downs and shear walls. The spacer braces can be installed between wood or metal framing members.

A joist tie may be designed to increase the strength of the joist tie and reduce the thickness of the joist tie, in order to provide the desired strength and the ability to make connections that operatively couple structural decking, the joist tie, and joists together using a single connector in one or more locations. The joist tie may be strengthened through the use of one or more ribs and/or one or more flanges. The one or more ribs may be formed to fit within one or more cavities within adjacent joists located in series. As such, the shape of the joist tie may be dimensioned in order to allow the joist tie to be placed on a first joist and a second joist without having to be attached until after assembly of the structural decking on top of the joist tie and joists.

A system to be used in t-post fence arrangements. The system comprises an adjustable locking brace having two specialized ends which permit the brace to be used in a variety of bracing configurations. The system further includes hinge pins for connecting a gate to a t-post fence. Other devices and apparatus are provided which further assist in the building and maintenance of t-post fences.

It is described herein an adjustable rigid clip assembly comprising an anchor plate joined with a connector plate and a slide plate. The anchor plate is joined with the connector plate at a juncture having a juncture angle between the anchor plate and the connector plate in a range of between 0 and less than 180. The connector plate comprises at least one connector plate slot and at least one connector plate lock. The slide plate may comprise at least one slide plate lock. The at least one slide plate lock may be engaged with the at least one connector plate lock. The slide plate may further comprise at least one slide plate tab passing from the slide plate through the at least one connector plate slot.

A system to be used in t-post fence arrangements. The system comprises an adjustable locking brace having two specialized ends which permit the brace to be used in a variety of bracing configurations. The system further includes hinge pins for connecting a gate to a t-post fence. Other devices and apparatus are provided which further assist in the building and maintenance of t-post fences.

The present invention refers to a support, metallic or non-metallic, for disposing elements over a coverage (such as walkways, lightning arrester rods, photovoltaic panels, life lines, among other equipment and structures), taking benefit of existing holes in the coverage structure, for transferring the structural capacity to the top face of the coverage, without the need for perforations in the coverage sheet (tile).