A metal joint adapted to be fitted into a hole formed in a building component and fixed to the hole with an adhesive includes: a small diameter portion having an elongated shape and an outer diameter smaller than an inner diameter of the hole; and two large diameter portions fixed to the small diameter portion individually at two locations spaced apart from each other in a longitudinal direction of the small diameter portion, each large diameter portion having an outer diameter corresponding to the inner diameter of the hole. Furthermore, irregularities are formed on an outer peripheral surface of the small diameter portion in a section between the two large diameter portions.

According to an example embodiment of the present disclosure, there is provided a self-building kit system including a first kit. The first kit includes: first modules of a first shape having two modules disposed opposite each other, and each including one or more first fitting portions cut out to a first length (d1) in the direction of the center thereof; and second modules of a second shape having N (N is a natural number) modules disposed between the two first modules, and each including one or more second fitting portions cut out to a second length (d2) in the direction of the center thereof. The second length (d2) is equal to or shorter than the first length (d1).

A reinforced building wall comprises a foundation; an anchor rod extending from the foundation; a first stud wall disposed above the foundation, the first stud wall including a first bottom plate and a first top place; a second stud wall disposed above the first stud wall, the second stud wall including a second bottom plate and a second top plate; the first tie rod including first and second threaded end portions, the first end portion is operably connected to the anchor rod; a second tie rod including third and fourth threaded end portions, the third end portion is operably connected to the second end portion of the first tie rod; the second tie rod including an outer end portion operably attached to the second stud wall; an intermediate portion of the first tie rod is unthreaded and comprises at least about 75% of the length of the first tie rod; and an intermediate portion of the second tie rod is unthreaded and comprises at least about 75% of the length of the second tie rod.

A method for constructing wooden framing for a structure is provided. The method includes locating a base on a horizontal surface, providing a wooden vertical framing support element on the base, installing a horizontal support member between the wooden vertical framing support element and one other wooden vertical framing support element, adjusting at least one of the base and the wooden vertical framing support element to have precise spacing between the wooden vertical framing support element and the one other wooden vertical framing support element, and securing the base to the horizontal surface and the wooden vertical framing support element to the base.

A wooden structural joint is provided, including a wooden rectangular base member comprising, at one end, a removed center element, a plurality of removed center edge elements, and four intact corner elements, where the removed center element and the plurality of removed center edge elements are formed from vertical and horizontal cuts into the one end of the wooden rectangular base member, a plurality of horizontal members, each horizontal member having a height and further having a tab cut therein at one edge of the horizontal member, the tab cut at a percentage of the height such that all horizontal members fit securely together when assembled within the wooden rectangular base member, and a wooden rectangular top member having one end cut similar to the wooden rectangular base member.

A reinforced building wall comprises a foundation; an anchor rod extending from the foundation; a first stud wall disposed above the foundation, the first stud wall including a first bottom plate and a first top place; a second stud wall disposed above the first stud wall, the second stud wall including a second bottom plate and a second top plate; the first tie rod including first and second threaded end portions, the first end portion is operably connected to the anchor rod; a second tie rod including third and fourth threaded end portions, the third end portion is operably connected to the second end portion of the first tie rod; the second tie rod including an outer end portion operably attached to the second stud wall; an intermediate portion of the first tie rod is unthreaded and comprises at least about 75% of the length of the first tie rod; and an intermediate portion of the second tie rod is unthreaded and comprises at least about 75% of the length of the second tie rod.

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.

A connection between a connector, a fastener and one or more structural members is disclosed. The connector can be formed with a fastening and alignment member. The fastening and alignment member includes a projecting member and a protruding member in close proximity to a predetermined location for the fastener.

This invention relates to means for the connecting or joining of the beams or rods, for example wood, that are used in the building industry when constructing horizontal or upright compositions, such as beams, roof trusses, walls, load-bearing floors and the like.

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.