초록 ▼

A system for modifying existing wood frame buildings to protect them from damage due to seismic and wind forces. At least one (preferably several) deadman is formed adjacent to a peripheral foundation that supports rim joists on foundation sill plates at the foundation and plural crossed beams and f

A system for modifying existing wood frame buildings to protect them from damage due to seismic and wind forces. At least one (preferably several) deadman is formed adjacent to a peripheral foundation that supports rim joists on foundation sill plates at the foundation and plural crossed beams and floor framing joists. The deadman preferably comprises concrete. A plurality of transfer blocks and compression blocks are fastened along said rim joists between at least some of the framing joists. Elongated transfer ties are secured to the transfer blocks and pass adjacent to the deadman. At least one anchor embedded in the deadman and is fastened to the transfer tie. At least one additional anchor may be secured to the deadman and fastened to an adjacent framing joist. Framing joists preferably have short tie straps overlapping all joist connections and fastened to the joists. Exterior wall covering material may be removed adjacent to the foundation sill plate and any wall sill plates. Elongated tie straps are then fastened along those plates. Anchor means may be fastened to those tie straps and be embedded in the deadmen. The deadmen are preferably cast in place with the anchors partially embedded in the deadman during casting.

대표청구항 ▼

A building structure having a perimeter foundation, a plurality of parallel beams across said foundation in a first direction, rim joist members parallel to said beams at the edge of said foundation, and a plurality of parallel floor framing joists across said foundation in a second direction substa

A building structure having a perimeter foundation, a plurality of parallel beams across said foundation in a first direction, rim joist members parallel to said beams at the edge of said foundation, and a plurality of parallel floor framing joists across said foundation in a second direction substantially perpendicular to said first direction, the ends of said beams and said floor framing joists supported by said foundation, and a system for providing increase structural resistance to seismic and wind forces, which comprises, (a) at least two deadman positioned adjacent to said foundation spaced apart for substantial distance along a line perpendicular to said joists and parallel to said foundation, (b) means for the transfer of forces to said deadman along said line which includes a series of compression and transfer blocks positioned between pairs of joists adjacent to said foundation, wherein, (c) said compression blocks are diagonally positioned and are the non-parallel sides of a trapezoid pattern with the inward end of the non-parallel legs extending away from the foundation inward of the structure, and which are at lease two successive spaces between pairs of joists, and secured thereto, and wherein (d) said transfer blocks which form the short leg of the trapezoid pattern are positioned between a pair of joist adjacent to at least one of said successive pairs of joists having said diagonally positioned compression blocks, said transfer blocks being in alignment with the ends of said compression blocks which extend away from the foundation and are the non-parallel sides of the trapezoid, and (e) an elongated tie strap affixed to said transfer blocks with an end of said strap being attached to one of said deadman, and (f) whereby a continuous stress absorption system of diagonally positioned compression blocks and linearly positioned transfer blocks tied to said deadman is provided.