Building structures can be fabricated at an offsite, and then assembled at the construction site. The building structures can include beams and wall panels having metal attachments. The beams and wall panels can be assembled by coupling the metal attachments, for example, by welding.

Insulation panels for wall construction and roofing installation are characterized by inlaid battens in outer faces thereof by which multiple layers of insulation can be installed without thermal bridging. Second and any subsequent layers are each fastened only to the battens of the immediately underlying layer, without fully penetrating therethrough to the roof deck, building wrap or other substrate. Laminated facers of perforated character allow migration of moisture to and from a foam core of the panel, while internal channels and internal slots beneath the facer enable drainage/drying of excess moisture without material degradation of the inlaid battens. Additional drainage space within each layer is provided at inter-panel connections, where tongue and groove connections are configured to leave such drainage space open between the tongue and groove.

A metal anchoring fastener fastens millwork onto walls constructed with wall cladding fastened to steel studs. The load typical of a loaded cabinet is borne by the steel stud anchors owing to the mate between the profile of the steel stud anchor and the layers of millwork and wall cladding and steel stud that said anchor penetrates. The pitch of the thread adorning the profile of the steel stud anchor progresses non-linearly along the length of said shaft, the shaft is generally non-linear in profile, and the thread profile is non-uniform along the length of said shaft. The anchor can also support a secondary screw concentrically penetrating the void at the center of the anchor, in order to hang loads from a wall, with or without millwork. Predrilling of the holes can enable installation of these zinc anchors.

A metal anchoring fastener fastens millwork onto walls constructed with wall cladding fastened to steel studs. The load typical of a loaded cabinet is borne by the steel stud anchors owing to the mate between the profile of the steel stud anchor and the layers of millwork and wall cladding and steel stud that said anchor penetrates. The pitch of the thread adorning the profile of the steel stud anchor progresses non-linearly along the length of said shaft, the shaft is generally non-linear in profile, and the thread profile is non-uniform along the length of said shaft. The anchor can also support a secondary screw concentrically penetrating the void at the center of the anchor, in order to hang loads from a wall, with or without millwork. Predrilling of the holes can enable installation of these zinc anchors.

A hybrid wall system includes studs with spacers interspersed between the studs. The spacer is a flat elongate member with at least one hook-like member on each end of the elongate member to secure ends of the elongate member between two studs. At least one snap member on each end of the elongate member is removed to remove the spacer to release the spacer between the two studs. The system further includes a base track and a top track with a slip spacer assembly used to level the tops of the studs. A drop-in ceiling is placed on top of the leveled studs. A leveling assembly on the base track is used to raise and lower at least one of the studs for purposes of attaching cladding to the at least one stud.

A hybrid wall system includes studs with spacers interspersed between the studs. The spacer is a flat elongate member with at least one hook-like member on each end of the elongate member to secure ends of the elongate member between two studs. At least one snap member on each end of the elongate member is removed to remove the spacer to release the spacer between the two studs. The system further includes a base track and a top track with a slip spacer assembly used to level the tops of the studs. A drop-in ceiling is placed on top of the leveled studs. A leveling assembly on the base track is used to raise and lower at least one of the studs for purposes of attaching cladding to the at least one stud.

The present invention is a method for accessing a model of a building; selecting a set of wall panels; isolating a plurality of the wall panels, wherein the wall panels interface with another wall panels in a horizontal type interface; selecting members of the wall panels involved in the interface, wherein the interface is identified as a connection between the wall panels; detecting the member type and the interface type; calculating a set of actual values associated with the interface type; comparing the set of actual values with a set of required values and determining the delta of the actual values and the required values; and identifying each interface where the delta is outside a predetermined range.

A novel function-recoverable prefabricated seismic shear wall structure with replaceable components, which includes main structural components, connecting components and replaceable components. All components are connected by bolts or pins. The connections can provide sufficient strength to effectively connect adjacent upper and lower wall panels, or wall panel and coupling beam, together. The replaceable components are installed in the bottom region of the wall and coupling beams, which provide sufficient bearing capacity and stiffness for the building structure under service loads and dissipate seismic energy under the earthquake. The damage concentrates on the replaceable components which could be easily replaced after a strong earthquake so that the function of the building structure could be quickly restored. In addition, the replaceable components with different energy-dissipation mechanisms facilitate the shear wall structure to have multiple seismic fortification lines, and improve the seismic performance of the building structure.

A novel function-recoverable prefabricated seismic shear wall structure with replaceable components, which includes main structural components, connecting components and replaceable components. All components are connected by bolts or pins. The connections can provide sufficient strength to effectively connect adjacent upper and lower wall panels, or wall panel and coupling beam, together. The replaceable components are installed in the bottom region of the wall and coupling beams, which provide sufficient bearing capacity and stiffness for the building structure under service loads and dissipate seismic energy under the earthquake. The damage concentrates on the replaceable components which could be easily replaced after a strong earthquake so that the function of the building structure could be quickly restored. In addition, the replaceable components with different energy-dissipation mechanisms facilitate the shear wall structure to have multiple seismic fortification lines, and improve the seismic performance of the building structure.

The present invention relates to connecting spacing members between support members using spacing members having notches that engage the side edges of the linear shape holes or round holes in the support members whether the holes have rims or ledges to secure the spacing members or crossing other support members having notches in the edges of the lips. The spacer braces can overlap each other and connect at the top, bottom or within the holes of support members. The support members have ledges and rims to eliminate vertical and horizontal movement of the spacer braces with end fingers to stop end the spacer braces.