A system of construction that performs advanced prefabrication of columns-beams type structure of buildings, prefabrication which results industrialization of this type of construction. The main development that allows this achievement in the same technical conditions, even better conditions than in the conventional system, is the massive use of braces as well vertically as horizontally. Such a building system is of special interest in areas where seismic risk is high because the building is very lightweight, constituted of a set of structurally self-sufficient units, heavily triangulated and therefore hardly deformable, all these at an affordable cost.

A supporting structure (102) for a wall or a roof partition (104;120) of a building structure (100), comprises an internal core structure (114) extending in a longitudinal direction, and first and second external covering profiles (106) for at least partially covering the core structure (114). The covering profiles (106) define inwardly and outwardly facing surfaces (108) facing one another, with slits (116) being formed at the inwardly facing surfaces (108). The core structure comprises at least two bands of material (114) which are mutually offset. The supporting structure (102) is suitable as a post, pillar, column, lath, batten, rafter, truss, girder, bar, or beam for a wall or roof partitions of a greenhouse, a cabin or shanty, a wall of a house, a stand-alone wall or roof partition, such as pent roof, a canopy, a fence, a windbreak or a solar panel structure The bands of material (114) are interconnected at their ends only and are pre-tensioned to provide stiffness, and may be configured to minimize their thermal conductivity.

A reinforced stud-framed wall, including a bottom plate; first and second vertical studs; a member supported on the bottom plate, the member having a compression strength greater than a compression strength of the bottom plate; the first vertical stud having a bottom end supported on the member with a first contact area, whereby a load on the first contact area is spread over a first area on the bottom plate larger than the first contact area; and the second vertical stud having a bottom end supported on the member with a second contact area, whereby a load on the second contact area is spread over a second area on the bottom plate larger than the second contact area.

A staple includes a length of metal wire shaped to form a crown and two spikes. Each spike depends from a respective end of the crown and includes a shoulder at each end of the crown, a sharpened tip portion and an elbow interposed between each tip portion and shoulder, the elbow comprised of a proximal limb and a distal limb such that the tip portions depend from respective distal limbs. An included angle between each shoulder and the crown is between about 91 and 96, an included angle between each proximal limb and the crown is between about 60 and 85 and an included angle between each distal limb and the crown is between about 95 and 130.

Modular building units comprise, prior to installation at a construction site, a floor, a ceiling, and a plurality of walls which together define a habitable interior, wherein at least one wall is a reinforced wall capable of spanning a spanning distance of at least 50 feet without underlying support. In some embodiments, reinforced walls comprise one or more reinforcing structures. In some embodiments, the spanning distance is at least 60 feet; in some, at least 70 feet; and in some, at least 80 feet. In a further aspect, a method of building construction comprises the steps of: a) constructing a modular building unit according to the present disclosure at an assembly site; b) transporting the modular building unit to a construction site; and c) installing the modular building unit at the construction site, optionally across a unsupported span of at least 50 feet.

A bracket assembly (2) for bracing a building component (3, 71) to a building structure (42), the assembly comprising a first connecting portion (4) having at least two protruding portions (6, 8) joined by a joining portion (10), each protruding portion (6, 8) connectable to a respective bracing element (44, 46) and a second connecting portion (12) having at least one depending portion (16, 18) and linked to said first connecting portion (4), said at least one depending portion (16, 18) for connection to said building component (3, 71).

A shear transfer system is provided. In the system, a shear tie strap is attached to a first framing member, a second framing member, a third framing member, a fourth framing member, and a fifth framing member of a frame in a framed building. The second, third, fourth, and fifth framing members are orthogonal or oblique to the first framing member. More than one shear tie strap may be present in the framed building.

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 building wall comprises a shear wall panel having a horizontal bottom edge, a bottom left corner, and a bottom right corner. The wall sits atop a horizontal base support located under the horizontal bottom edge of the shear wall panel. A tie-down couples the shear wall panel to the base support at a central point along the horizontal bottom edge of the shear wall panel such that the shear wall panel rocks under horizontal forces. Toe crushing elements are situated under the bottom corners of the shear wall panel. The bottom corners of the shear wall panel compress the toe crushing elements as the shear wall panel rocks about the tie-down under horizontal forces.

A Wood Wall Support System as a manner to straighten a wall surface and provide a good structure to place drywall, paneling and various finishes on a vertical planar wall surface. It is designed to keep wood walls strong, even and vertically straight by creating a flat plane for the wall finishes. A long T configuration is applied generally in the center of the length of the stud and can be applied to the wall as it is in a horizontal position or after the studs are vertical. This system can be used in both Residential and Commercial wood frame wall applications.