Abstract: A lightweight slab including two main parallel reticular reinforcements (5)(6) separated by secondary reinforcements and arranged to form a double diagonal, a single diagonal or to be perpendicular in relation to the main reinforcements. All of the reinforcements are embedded in a volume of concrete filling which covers and protects such reinforcements and which is defined by a suitable formwork or mould which creates voids in a hypothetical prismatic volume and which is formed by hollow prismatic or truncated-pyramid-shaped volumes with smooth edges and vertices that improve structural strength and facilitate the extraction of the moulds. The filling includes open holes (4, 3) in those portions that do not interfere with the secondary and main reinforcements to form a succession of nodes connected at the top and bottom by holes that can be accessed from the lower and/or upper level (4) and, internally, hollows (2) connected by side holes (3).

Abstract: A modular construction system used for reinforcing all shapes of foundation, pillars, isolated footings and anti-seismic separators intended for transpiring, heat-insulation variable-geometry formwork, including at least one guide plane for the vertical elements of such reinforcement and at least one supporting bracket for such plane, said bracket being suited to make it possible to install such guide plane relative to such transpiring, “disposable” heat-insulation formwork.

Abstract: An expansion joint system of a concrete slab arrangement, comprising an expansion joint reinforcement to be arranged between a first and a second concrete slab, the expansion joint reinforcement comprising at least one lo-cal or continuous dowel which is arranged to transfer loads perpendicular to the slab plane. The expansion joint reinforcement comprises an additional reinforcement comprising at least one clenching pin and to be arranged in the vicinity of the dowel in concrete, the additional reinforcement being arranged to adhere to the concrete above and below the dowel by means of a widening forming the clench point.

Abstract: The invention relates to an expansion joint system of a concrete slab arrangement, comprising an expansion joint reinforcement to be arranged between a first and a second concrete slab, the expansion joint reinforcement comprising at least one local or continuous dowel arranged to transfer loads which are perpendicular to the slab plane. A shear reinforcement or a location for attaching the shear reinforcement has been arranged in advance in the expansion joint reinforcement.

Abstract: A steel plate structure and a steel plate concrete wall are disclosed. A steel plate structure, which includes: a pair of steel plates, which are separated to provide a predetermined space; a structural member, which is positioned in the predetermined space, and which is structurally rigidly joined to one side of the steel plate in the direction of gravity; and a strut, which maintains a separation distance between the pair of steel plates, can be utilized to reduce the overall thickness of a steel plate concrete wall for efficient use of space, and to reduce the thickness of the steel plates for better welding properties and larger unit module sizes. Also, the axial forces or lateral forces applied on the steel plate concrete wall may be effectively resisted.

Abstract: Composite structural system for floors or roofs comprising steel beams and reinforced concrete slab or shear walls comprising steel columns and reinforced concrete diaphragms. In both cases a steel plate with holes crossed with rebars is welded to the steel beam or to the steel column which performs the integral combination of the concrete, the structural element and the rebars.

Abstract: A method for making a reinforcement device for a concrete structure includes the steps of (a) installing a plurality of parallel reinforcement rebars, and (b) embracing the reinforcement rebars with a cable unit by winding the cable unit around the reinforcement rebars. The cable unit has a plurality of wires twisted together.

Abstract: The invention relates to a building bar system, in which horizontal bars are located between vertical columns of a building, horizontal bars bearing shell slabs, which form an intermediate floor for the building. The horizontal bar consists of a plate girder, to which a tensioned pre-raising has been provided with tension bars between a plate girder and a vertical column.

Abstract: The present invention provides a composite action system and a method for fabricating the same to meet OSHA safety requirements and allow for welding off the work site. An improved structural system achieves the desired composite behavior by providing one or more structural members, plates coupled with the structural members, transverse reinforcing members passing through apertures in the plates, and additional reinforcing members positioned parallel and transverse to the structural members to provide an interlocking composite action between the structural members, reinforcing members, and concrete.

Abstract: An improved structural reinforcement bar for use in poured concrete construction has an anchorage plate fixed to a rebar body through friction welding. The friction welded rebar body and anchorage plate result in a structural reinforcement bar with improved axially oriented tensile load transfer capabilities having minimal space requirements.

Abstract: Reinforced concrete slab and girder building structures incorporate shearing connectors with lengthwise support parts to which lengthwisely spaced, transversely extending, rigid load transfer plates affix. A girder structure having one or more lengthwisely extending girders is provided and the shear connectors are fixed to the girders near their support walls below a deck for supporting the slab, the shearing connectors being positioned so that portions of the load transfer plates and support parts project above the girder structure and deck to receive compression forces in the slab which are transferred by the connectors to the girders. The lengthwisely extending connector support parts have connections for carrying a series of lengthwisely spaced rebar rods which embed in the slab when it is poured and transfer compressive load forces to the transfer plates.