Patent classifications
E04B2/562
Composite wall assembly
A composite wall assembly has an auxiliary wall and an inner wall. The auxiliary wall has a hollow space and a first supporting pillar having multiple first through holes. The inner wall is attached to the auxiliary wall and forms a depositing space. The inner wall has a first wall member, a second wall member, and a second supporting pillar having multiple second through holes. The depositing space is formed between the first wall member and the second wall member. The auxiliary wall provides a cushion effect and is not damaged easily in the earthquake for protecting the pipelines in the hollow space. The interior ambient temperature of the building is lowered by the hollow space of the auxiliary wall.
Structural tent and assembly method
A structural tent intended for use as a living space able to withstand extreme temperatures, while still being comfortable and used on a temporary basis; comprising a frame on which there are assembled first profiles and lower posts which are attached to a plurality of second profiles, brackets and upper posts, which form the structure on which a ridgepole is supported; and where a filler material is introduced into the gap created between the frame and the outside fabric; and where, finally, the ridgepole is integrally supported on the upper posts, where honeycomb plates are supported, an impermeable roof being arranged on the honeycomb plates and the gaps in the honeycomb plates being filled with a fine granular material.
System and methods for thermal isolation of components used
An isolator system for preventing the conduction of thermal energy between the metal components of a wall assembly comprising isolator plates adapted to be placed between the metal components of a wall assembly and made of an insulating material. The isolator plates include at least one opening for receiving a fastener, said opening has an annular shoulder adapted to extend into an opening for receiving said fastener in a metal component of a wall assembly. Also disclosed herein is a thermal isolation washer and a girt for use with polymer panel construction.
CONTINUOUS WALL ASSEMBLIES AND METHODS
According to one embodiment, an insulated structure includes a frame comprising a plurality of wall studs coupled together and a plurality of foam boards attached to the frame to form a continuous insulative wall. A plurality of fasteners attaches the foam boards to the frame. Each fastener includes an elongate shaft and a cap. The elongate shaft is configured to penetrate through a foam board and into a wall stud to couple the components together. The cap is configured to be positioned atop a foam board to distribute a load relatively evenly to the foam board. A sealing tape is applied across seams between adjacent foam boards and over the fasteners' caps to seal the wall. A sealing caulk is applied to secondary fasteners and penetrations to seal the wall. In some embodiments, the structure has a fastener density of about 1 fastener per 243 in.sup.2 of foam board.
Wall Framing System
A wall framing system for supporting an interior wall in spaced proximity to an exterior wall includes one or more stud members extending between upper and lower frame channel members, which are configured to self-locate in relation to the exterior wall in a manner which establishes a moisture and air barrier between the exterior wall and the interior wall supported by the wall framing system. The interior wall supported by the wall framing system is resistant to moisture degradation, and maintains desired R-value insulation properties throughout the wall.
System and methods for thermal isolation of components used
An isolator system for preventing the conduction of thermal energy between the metal components of a wall assembly comprising isolator plates adapted to be placed between the metal components of a wall assembly and made of an insulating material. The isolator plates include at least one opening for receiving a fastener, said opening has an annular shoulder adapted to extend into an opening for receiving said fastener in a metal component of a wall assembly. Also disclosed herein is a thermal isolation washer and a girt for use with polymer panel construction.
Single Leaf Separating Wall
A single leaf building component for use in separating walls in timber frame building construction. Two timber frame studs are held together at an edge by at least one acoustic connector. The connector holds the frames at a fixed distance, prevents sound transfer and provides a lifting point. Embodiments of the connector are described with the inclusion of a dampening material and having a timber body.
Construction Method to Reinforce Masonry Walls with Wood
This disclosure relates to masonry construction of residential houses using prefabricated masonry panels or blocks, such as Autoclaved Aerated Concrete (AAC) panels or Concrete Masonry Units (CMU). Unlike existing masonry construction methods, this masonry structure is reinforced by common wood studs as join keys. All wood studs are individually strap-tied directly to the foundation and horizontally bound together to form a network of cells enclosing masonry blocks throughout the entire building. Considerations are given to prevent wood studs absorbing moisture from masonry material.
PREFABRICATED WALL SYSTEM
The disclosure provides a prefabricated wall system.
Steel plate structure and steel plate concrete wall
A steel plate structure and a steel plate concrete wall are disclosed. A steel plate structure, which includes: a pair of steel plates, which are separated to provide a predetermined space; a structural member, which is positioned in the predetermined space, and which is structurally rigidly joined to one side of the steel plate in the direction of gravity; and a strut, which maintains a separation distance between the pair of steel plates, can be utilized to reduce the overall thickness of a steel plate concrete wall for efficient use of space, and to reduce the thickness of the steel plates for better welding properties and larger unit module sizes. Also, the axial forces or lateral forces applied on the steel plate concrete wall may be effectively resisted.