A deck board support bracket includes a drainage channel in a top surface of the bracket and deck boards are secured in an end to end manner with a space between two deck board ends centered over the drainage channel. Water presented on the deck surface at two deck board ends passes therebetween and to one side of a supporting joist. The deck board support bracket can be used with various deck board fastening arrangements and preferably is made of an injection molded plastic material.

Woven structures must be made of materials that are sufficiently flexible that they can be woven together. This often results in a finished structure that is also flexible. Thus weaving has long been considered inadequate for the production of buildings and other objects requiring high levels of stiffness. The present invention relates to increasing the stiffness of triaxial-weave woven structural manifolds. The present invention provides for a new type of triaxial weave that allows for structural members of greater diameter and stiffness that are still flexible enough to accommodate the geometry of the weave. The result is structures having approximately eight times the structural stiffness of conventional triaxial-weave woven structures.

A clip (2) for fitting between a first component (6) and a second component (4) in a building structure, the clip including a first member (8), a second member (10) and a connecting portion (12) connecting the first member (8) to the second member (10); the first member (8), the second member (10) and the connecting portion (12) forming a space (38) in which a portion of a leg (18) of the second component (4) is adapted to reside; the first member (8) and the second member (10) adapted for engagement with the portion of the leg (18) of the second component (4).

Systems, methods, and apparatuses for effectively increasing the structural capacity of space frames. In various embodiments, a space frame may be post-tensioned with interior cables that attach to nodes and form unique load transfer paths, thereby redistributing the member stresses and generally creating uniformity amongst stress types. Further, in various embodiments, variable space frame geometry may be employed to match the structural capacity of the space frame with the structural loads on the same, thereby modifying a space frame to comprise one or more empty bays or stretch bays.

A modular building structure with relative integrated plants, as obtained by assembling a plurality of module frames to obtain a complex frame, allows associating ducts of one or more plants to the module frame. The module frames have a parallelepiped-like shape and are identified by beams joining in respective angles, including a plurality of connecting knots joining module frames adjacent to the angles; the adjacent beams of side-by-side module frames are spaced apart by the knots and the panels and are connected to the beams of the module frame thereto, so as to create an air gap. The integrated plants have a plurality of ducts arranged in the air gaps and in the through channels, which include, at edges or angles of the module frame, quick connections for connecting the ducts related to a module frame to those of another module frame placed side-by-side thereto.

A deck board support bracket includes a drainage channel in a top surface of the bracket and deck boards are secured in an end to end manner with a space between two deck board ends centered over the drainage channel. Water presented on the deck surface at two deck board ends passes therebetween and to one side of a supporting joist. The deck board support bracket can be used with various deck board fastening arrangements and preferably is made of an injection molded plastic material.

The present invention relates to a prefabricated construction system and method, for erecting constructions by means of the assembly of prefabricated structural elements obtained by cutting flat materials, forming structural nodes by means of coupling at least a first coupling configuration formed by first slots made in a plurality of parallel boards forming a first structural element with at least a second coupling configuration formed by second slots made in a plurality of parallel boards forming a second structural element, providing a structural core in the form of an array having interstitial openings going through it which allow the coupling of third and fourth coupling configurations of third and fourth structural elements.

Disclosed herein is a moment-resisting frame for connecting beams and columns of a structure. The moment-resisting frame may include a beam comprising a top horizontal flange, a bottom horizontal flange, and a vertical web fitted securely between the top horizontal flange and the bottom horizontal flange. The moment-resisting frame may also include a column comprising a lateral vertical flange. The lateral vertical flange may include a top flange threaded hole, a bottom flange threaded hole, a first lateral flange threaded hole, and a second lateral flange threaded hole. The moment-resisting frame may further include a plurality of rows of coplanar plates that retrofitted around an outermost periphery of the beam.

An entanglement obstacle for obstructing an area of a surface includes a mesh layer suspended over upright perimeter members via a perimeter cable and over upright central members via a central cable. The upright members are operatively attached to the surface. The perimeter cable is operatively attached to the perimeter members at a perimeter clearance above the surface to provide a trip impediment. The central cable is operatively attached to the central members at a central clearance above the surface to provide a step-over impediment. The central clearance is greater than the perimeter clearance. The mesh layer is operatively attached to the perimeter and central cables such that the mesh layer covers the obstructed area to provide an entanglement obstacle. The mesh layer is inclined from the central cable to each of first and second sides of the obstacle at an angle defined by the central perimeter clearances.

A plurality of base units is loaded onto a plurality of trailers. The plurality of trailers is coupled to a plurality of trucks. The plurality of trucks is transported to a construction site. The plurality of base units is unloaded from the plurality of trailers and placed at the construction site to form a wall.