A construction connector that connects to a support member with a fastener has a connection element that engages the support member and a fastener receiver connected to the connection element. The fastener receiver includes a raised element and a driving element. The raised element has a proximal end portion connected to the connection element and a distal end portion disposed distally of the proximal end portion. The driving element is coupled to the distal end portion of the raised element and projects generally proximally from the distal end portion of the raised element. The driving element includes a cylindrical wall defining a fastener opening sized and shaped to receive the fastener. The driving element is constructed to be driven into the support member as the fastener is driven into the support member.

A shearwall is disclosed for use in lightweight or other constructions to transmit lateral shear forces and dissipate energy on the construction. In examples, the shearwall includes a central panel formed of wood, and side plates formed of steel. The side plates may be affixed at lower corners of first and second opposed surfaces of the central panel. Each side plate may include a fastening plate for affixing the side plate to the central panel, and a restraint plate which fits within a reduced area section of the central panel between the first and second surfaces.

An opening portion (2) having a height of two stories or more is provided in an exterior wall that faces a multi-height space. At least one wind-resistant post (3) is composed of a glued laminated timber, and has a cross-section in which a long axis dimension thereof is at least twice as long as a short axis dimension thereof. The wind-resistant post (3) is disposed upright and extends continuously through upper and lower floors, with a long axis direction of the cross-section being orthogonal to an opening plane. This wind-resistant post (3) exerts a high resistance against wind pressure acting on the opening portion, thereby achieving a post and beam structure that adds excellent spaciousness and visual appeal to the opening portion.

The present invention provides a fastener alignment guide comprising a generally planar body and an angled element arranged at an acute angle Θ to the body, a first aperture arranged through the angled element and a second aperture arranged through the body, wherein the first aperture and the second apertures are aligned such that a fastener may be inserted progressively through the first and second apertures in use. The present invention also provides a slip-resisting fastener alignment guide comprising a body at least partially arranged in a first plane, the body comprising a first aperture for receiving, in use, at least a portion of a shank of a fastener; and a guidewall extending out of the first plane for guiding the fastener, in use, into the first aperture at an acute angle a to the first plane, wherein the guidewall comprises a first bearing edge or surface upon which an underside of a head of the fastener can bear in use, the body further comprises a second bearing edge or surface upon which the underside of the head of the fastener can bear in use, and the first bearing edge or surface and the second bearing edge or surface are each configured/arranged to resist movement, in use, of the fastener alignment guide relative to the fastener in a first direction parallel to the first plane. The present invention also provides a method of forming the fastener alignment guide and slip-resisting fastener alignment guide.

A system and method for creating a column for construction using bundled tube are provided. The column having a bottom portion, a middle portion, and a top portion. Each portion consists of a bundle of individual pillars, comprising a center pillar, a plurality of corner pillars, and a plurality of middle pillars. From the bottom portion of the column, addition pillars can be affixed on top of the pillars of the bottom portion, thus forming the middle and the top portion of the column. Each pillar can be secured to another component using a thread stepped dowel comprising of a base section, at least one middle section, and a tip section, with each section being progressively smaller in circumference than the last. The at least one middle section of the threaded stepped dowel further comprises thread spiraling around the outer surface of the at least one middle section.

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 wooden panel component (1) is provided having at least two layers (4) of cross-pieces (5) arranged within its frame (2). The cross-pieces (5) are orientated obliquely to opposing frame sides (6,7) of the frame (2) for bracing the wooden panel element (1) and the frame (2) thereof.

A connecting metal (1) includes a tenon pipe (13) having through-holes (132) for fixing the tenon pipe (13) by drift pins or bolts, and a plate (12) joined at an end of the tenon pipe (13) and having through-holes (122) for fixing the plate (12) by drift pins or bolts, the tenon pipe (13) and the plate (12) being joined with each other in a substantially racket-like shape. A pair of slits (131) for receiving the plate is formed at the end of the tenon pipe (13), each of the slits (131) being defined by a first side edge and a second side edge that are bent inwardly. The plate (12) is inserted in the pair of slits (131) and joined with the tenon pipe (13) by welding, with no protrusion of weld reinforcement out of an outer periphery of the tenon pipe (13).

A glulam construction method suitable for relatively small-sized wooden buildings is disclosed. Each joint metal has its plate portion and pipe portion joined in a racket-like shape. At an end of a column, a slit is formed to open at a column end surface and to extend in a column width direction. At an abutment part in a beam abutting on the column end surface, mortises penetrating in a beam depth direction are formed at two positions appropriately spaced from each other in a span direction. Each joint metal has its pipe portion fitted in the corresponding mortise and has its plate portion fitted in the slit of the column. The joint metals are fixed in the column and the beam by drift pins or bolts and thereby establish rigid connection therebetween.

A column cap connector for mounting and securing a beam to a post of a building including a central web portion and upwardly extending walls disposed along longitudinal edges thereof, wherein a lower portion of the beam fits within the walls, downwardly extending legs formed from the seat and alternatively from the seat and the walls of the connector attach the connector to the post with projecting tabs attached to the seat to support the connector on the post.