The present technology relates generally to a platform and concrete composite slab system used as a building material. A platform, is formed from joined, substantially coplanar boards with connector plates partially embedded between the boards such that a portion of the connector plates extend above the platform's top surface. A reinforcing material (e.g., wire mesh and/or rebar) can be arranged on the prongs or other portion of the connector plates spaced above the platform and concrete is poured over the reinforcing material and allowed to cure, forming a reinforced concrete layer that encases the connector plates and reinforcing material. The connector plates act as standoffs and help to suspend the reinforcing material in the middle of the concrete layer to increase the strength of the reinforced concrete and to fixedly anchor and bind the concrete layer to the platform, so as to establish a composite action between the platform and the concrete.

The present disclosure relates to connecting devices and systems for constructing a structure. Specifically, the present disclosure relates to a connector device and system useful for joining structural elements together for constructing a roof on a building. The present disclosure provides embodiments of connectors which are used to secure roof purlins to rafters and/or trusses to enhance the structural integrity of the roof.

A strap system comprising a plurality of straps. Each strap comprises a central body configured to extend within the first reinforcement channel, an outward jog at an upper end of the central body with an upper offset body extending therefrom, and a lower overlap portion extending from the central body opposite of the upper offset body. The lower overlap portion is positionable within the first reinforcement channel, while the upper offset body extending along the first end wall overlying the first reinforcement channel, whereupon positioning the first strap in operable position relative to the second strap directs the upper offset body into overlying position relative to the lower overlap portion of the second reinforcement channel, to, in turn, provide for the coupling therebetween by a fastener directed therethrough. A bracket member with a strap system, and a building system with a strap system are also disclosed.

Architectural precast concrete construction relies on mechanical connectors at discrete locations that may be damaged in a blast or seismic event, posing specific design problems to the engineer. These problems can be overcome with proper detailing. The performance of precast concrete cladding wall panel connection details may be enhanced by incorporating a specific connection hardware, herein described, that deforms elastically or inelastically to accommodate relative displacements due to building motion and/or energy associated with blast pressures.

The present invention is directed to a multi-purpose panel member which may be utilized as any surface or support beam in a structure. In a preferred embodiment, the panel may be extruded monolithically from aluminum. Also disclosed are systems for assembling structures from the panels utilizing a plurality of other components, which are also preferably extruded from aluminum.

A connecting element is provided for connecting an essentially vertically arranged or arrangeable upright for a non-bearing wall structure with an essentially horizontal bar, in particular a steel profile with a U-shaped cross section, preferably a ceiling profile, to allow a sliding compensation movement in essentially the vertical direction, and with at least one fastening section for fastening to the bar or the preferable ceiling profile of a load-bearing or non-loading-bearing ceiling structure and with a least one sliding guide for the upright.

The invention relates to a bracket to restrain a partition wall in the interior of a building. The bracket comprises a body having a generally hollow sheath and a shaft that is slidable within the sheath to adjust the bracket. The bracket is particularly suitable for supporting internal partition walls of buildings that are located in areas prone to earthquakes and high winds because the bracket allows for the wall to be laterally supported while also accommodating vertical movement experienced during building deflection and inter-storey drift without transferring compression and expansion loads onto the partition wall.

A coupling assembly for spacing outer sheeting or cladding away from a bracket member including a spacer. The spacer has a first end and a second end. The first end is in substantial overlying abutment with a bracket member and the second end is in substantial overlying abutment with an outer bracket member. A mineral wool is spaced between the bracket member and the outer bracket member, with the space providing the spacing therebetween. The space may be coupled to each of the outer bracket member and the bracket member with a fastener. An insulation system is also disclosed.

A simplified framing system with two or more arches which are joined together into a unitary structure by means of connector elements. Each arch is joined to a base by means of connector elements herein termed “base frame connectors”. The angle frame connectors and base frame connectors are preferably fabricated from sheet metal by conventional die cutting and press-forming or stamping techniques. The simplified framing system of this disclosure is particularly designed for assembly using nominal 2×4 inch lumber. The system does not require cutting the lumber except for straight, perpendicular cutting of the lumber to the desired lengths.

A composite building system comprising a structural frame, walls, floor, and roof is made of pultrusion fiber reinforced polymer (PFRP) material. A combination of PFRP, stainless steel screws and flexible epoxy can be used in the manufacture of a mobile or fixed structure. During assembly, an intumescent fire barrier can be applied to the PFRP components. Unlike traditional building materials, an exterior waterproof finish coating is not required when using a PFRP wall, floor, and roof assembly. The PFRP wall and wall assembly can be used with both PFRP structural framing and traditional framing materials, such as concrete, steel, or wood, allowing the PFRP wall and wall assembly to be used as a mid-rise or high-rise curtain wall.