One variation of a panelized structural building system includes, a set of wall panels, each including: an outer face; a set of hardpoints, each arranged proximal a corner of the outer face, defining a lateral wall panel datum facing outwardly from a side of the wall panel, and defining an exterior faade mount facing outwardly from the outer face; and a load-bearing structure extending between the set of hardpoints and inset from a maximal wall panel perimeter defined by the set of hardpoints; wherein the set of wall panels are assemblable into a wall with lateral wall panel datumsdefined by hardpoints in adjacent wall panelsabutting to laterally space the set of wall panels along the wall. The system also includes a set of exterior faade panels configured to install onto exterior faade mountsdefined hardpoints in adjacent wall panelsto conceal outer faces of these wall panels.

A structural member acts for distance keeping, stiffening and load-supporting structural framing between a first building structure and a second building structure across which there exists a temperature differential, for example the inner and outer casings of an air handling unit supported externally of the building so as to be exposed to outdoor weather. The structural member has a web portion spanning between mounting portions connecting opposing first and second edges of the web portion to the first and second building structures respectively. A plurality of slots are penetrated through the web portion at spaced apart locations relative to one another to be primarily non-parallel to the first and second edges. Some of the material bridges between the slots require heat transfer across the bridge to travel opposite to the direction of the temperature gradient direction.

Composite walls have the structural components connected to form a substantially unitary structure. A composite wall is described that includes a block and/or brick wythe adhered to a poured concrete wall. The composite wall may also have a panel sheet material adhered to the poured concrete opposite surface of the poured concrete wall. Further, the composite wall may include a first wythe comprising concrete blocks, bricks, or a combination thereof, a poured concrete core, and a rigid insulation panel, wherein at least a portion of the blocks and/or bricks of the first wythe are adhered to a first surface of the concrete core and the rigid insulation panel is adhered to a second surface of the poured concrete core. Wire ties may extend from the mortar joints in the first wythe through the rigid insulation panel.

The present disclosure relates to an exterior wall for tilt-up construction comprising: (a) a fascia wythe; (b) a structural wythe; (c) a layer of insulating material disposed between the fascia wythe and the structural wythe; and (d) a thermal break in contact with at least the structural wythe, the thermal break comprising an elongate body comprising one or more non-wooden thermal insulating materials, a first surface, a second surface opposite the first surface, a first contacting surface, and a second contacting surface opposite the first contacting surface, the first contacting surface and the second contacting surface extending between the first surface and the second surface. The structural wythe contacts at least a portion of the second contacting surface.

The thermally separated composite panel assembly includes a steel panel, a thermal separation layer, a plenum and cladding. The plenum is operably attached to the thermal separation layer. The cladding is operably attached to the plenum. The steel panel defines the size of the thermally separated composite panel. The steel panel has an outer perimeter and the outer perimeter of the plenum is in registration therewith. The thermally separated composite panel may have a single window therein or a plurality of windows. A plurality of thermally separated composite panels when used together will form a wall.

An insulated panel unit for connecting with structural elements of a building to at least partially form an envelope of said building is provided. The insulated panel unit includes a front panel adapted to cooperate with the structural elements of the building for positioning and connecting the panel unit in relation therewith, and at least one member having insulating properties secured to the front panel. A building envelope comprising panel units mounted on structural elements of a corresponding building is also provided.

The present invention relates to a concrete structure for constructing a building floor and a building floor construction structure including the same. The present invention provides a concrete structure for constructing a building floor which forms a building floor foundation, including: a concrete main body to store fire-extinguishing water for fire suppression; and a fire-extinguishing water injection unit to inject the fire-extinguishing water stored in the concrete main body, and a building floor construction structure including the same. According to the present invention, the concrete structure for forming a building floor stores fire-extinguishing water, and thus early fire suppression is possible, building floor construction is facilitated, and excellent inter-floor sound insulation properties are provided.

An insulated concrete panel comprising an insulation layer having one or more openings extending therethrough, a first concrete layer adjacent to a first surface of the insulation layer, a second concrete layer adjacent to a second surface of the insulation layer, and a wall tie received within one or more of the openings. The wall tie includes a central section received within the one or more openings of the insulation layer, a first concrete engaging at least partially embedded within the first concrete layer, and a second concrete engaging section embedded within the second concrete layer. The second concrete engaging section has a maximum width that is larger than a maximum width of the central section. The central section of the wall tie is configured to transfer shear forces and resist delamination forces between the first and second concrete layers.

The present invention has various types of horizontal bracing channels, longitudinal spacing-bracing channels, couplings, bracing clips, support channels, hole shapes within the support channels and orientation of the various elements that affect how wall panels are made. The structural insulating core includes the framing members and spacer blocks between the framing members that interlock together by having a structural insulating core of foam spacers with a tongue side and groove side interlocking the foam spacers between vertical metal support channels including the horizontal bracing channels, longitudinal spacing-bracing channels having notches, couplings and bracing clips connecting together.

A polyisocyanurate foam insulation product is produced from an isocyanate component and a polyol-containing component including a blowing agent. The polyol-containing component comprises one or more polyols, a fire retardant, and a hydroxyl-containing low-molecular-weight additive effective to increase the R-value per inch of the insulation product as measured at 40 F., as compared with an otherwise-identical formulation lacking the hydroxyl-containing low-molecular-weight additive. The polyisocyanurate foam insulation product may have an R-value per inch of at least 6.0 when measured at 40 F. and may have an R-value per inch of at least 5.5 when measured at 25 F. Suitable hydroxyl-containing low-molecular-weight additives may include triethanolamine, trimethylolpropane, N-methyldiethanolamine, 1,4 butanediol, or another suitable multi-functional alcohol or combination of multi-functional alcohols.