This invention relates to the construction of a building using Braced Frame Slab Assemblies Having Heavy Perimeter Rails that comprise Floor Slab and Wall Slab Assemblies formed of heavy perimeter Rails, with Rail Frame Connectors, such as a plurality of heavy threaded screws, joining the heavy perimeter Rails to form the Floor Slabs and Wall Slabs. The Slab can then be equipped with joists for floors or studs for walls, and with structural sheathing to provide shear load carrying capacity. The Slab to Slab Connectors also secure juxtaposed Floor Slabs and Wall Slabs.

Disclosed is a support structure on which a floor panel is seated. The support structure includes a beam element disposed along an axis, a post supporting the beam element, a beam element bracket seated on top of the beam element, a seat pad seated on top of the beam element bracket, and supporting the floor panel, and a seat pad connection member connecting the beam element bracket and the seat pad to each other.

A concrete structure body includes a first concrete member having a first facing surface; a second concrete member having a second facing surface and disposed such that the first facing surface and the second facing surface face each other; a connection portion that fills a gap between the first facing surface and the second facing surface; and a tendon disposed in the connection portion to extend along the first facing surface and the second facing surface and to which a tensile force is applied in a longitudinal direction.

Disclosed is a support structure on which a floor panel is seated. The support structure includes a beam element disposed along an axis, a post supporting the beam element, a beam element bracket seated on top of the beam element, a seat pad seated on top of the beam element bracket, and supporting the floor panel, and a seat pad connection member connecting the beam element bracket and the seat pad to each other.

Demountable Floor Construction A floor plank (10) for use in a flooring system comprises a reinforced, inverted U-shaped, precast concrete element having an upper surface and depending ribs (14) along its longitudinal edges. The planks are supported on spaced horizontal beams (6) during assembly. The planks are interconnected by means of connector plates (52, 54, 56, 58) and bolts (50) along their edges to create a floor diaphragm and surface appropriate for use.

A lightweight universal panel mat made of plastic or elastomeric material and having a first section that provides a relatively flat, textured or structured top surface to facilitate movement over the mat and a second section having geometry that includes a plurality of cells having top surfaces that support the first section. The panel mats have first, second, third and fourth sides that are configured to matingly engage or connect to the second, third, fourth and first sides, respectively. The connection can be by insertion or snap-locking of one side to another, or by the use of fastening elements that more securely holds the sides together. Thus, similarly configured panel mats can be connected by interlocking to form a temporary support surface, deck, walkway or roadway. Additional side ramps and adapters can be used to facilitate installation of the mats and access to the upper surfaces of the joined mats.

A fire rated glass flooring system having blast and/or seismic loading resistance, comprising: (a) a plurality of glass flooring units (100a, 100b), each unit comprising a first layer (116) of glass and a second layer (118) of glass, the two layers being positioned one above the other and separated by one or more load transferring means (120a, 120b), wherein the first layer of glass is a structural glass and the second layer of glass is a fire rated glass, and having an upper surface and an edge comprising a load-transferring means of the one or more load transferring means; (b) one or more beams (112), arranged, in use, to support the units, wherein, at a boundary between two adjacent flooring units, the two flooring units are arranged, in use, to be secured to a beam of the one or more beams; and (c) one or more expansion joints (110), each arranged, in use, at the boundary between two adjacent flooring units. Each expansion joint comprises: (i) two clips (200a, 200b), each clip being arranged, in use, to be connected to the load-transferring means in one of the two flooring units; (ii) a resilient seal (202) arranged, in use, to sit between the two clips, the seal extending substantially to the upper surface of the two units; and (iii) a drainage means (204), the drainage means being located substantially below the seal and the two clips, and arranged, in use, to capture and drain away any liquid which passes the seal.

A parking lot for motorized land vehicles including beams supporting ends of concrete slabs through the use of connecting plates fixed to the beams and through the use of a concrete strip connecting the ends of the concrete slabs. Also, the method of assembling the parking lot or supporting structure.

A structural frame for a building, comprising: adjacent first and second columns; at least one precast concrete floor slab having first and second corner indents located in two adjacent corners and a first elongated edge beam defined between the first and second corner indents, the first elongated edge beam being disposed between the first and second columns such that the first and second columns are received in the first and second corner indents and that the first elongated edge beam abuts the first and second columns; and a first tendon assembly extending between the first and second columns and adapted to be tensioned to compress the first elongated edge beam between the first and second columns, the first tendon assembly including at least one left cable and at least one right cable located symmetrically on either sides of a vertical center plane of the first and second columns.

The present invention relates to a reinforcing structure of unexpired concrete building floors used for reinforcing a concrete column, a concrete beam and a concrete floor slab. The structure has: at least one external column each of the at least one external column wrapping around the concrete column; at least one framework each wrapping around the concrete beam; a plurality of brackets fixedly mounted to the lower surface of the concrete floor slab, and a base plate disposed at the bottom of the concrete column, wherein the bottom of each of the at least one external column is fixed to the base plate, the top of each of the at least one external column is fixed to a corresponding one of the at least one framework, and the corresponding framework is fixed to the plurality of brackets along a length direction of the concrete beam.