Described is a construction and parts of the construction for effectively thermally and acoustically insulating and sealing of a safing slot between a floor of a building and an exterior wall construction wherein the exterior wall construction comprises a curtain wall configuration utilizing an interior panel module design. In particular, the thermal insulating and sealing system comprises a first element comprising a cavity having an interior wall surface and an opening, positioned substantially in the height of the floor, wherein the cavity is located in the spandrel area of the interior wall surface, and a second element comprised of a thermally resistant and/or air tight material for insulating, positioned at least partially in the cavity of the first element, wherein the second element includes an inner end surface positionable in abutment with respect to the outer edge of the floor for sealing there adjacent, outer end surface positionable in abutment with respect the interior wall surface of the cavity, a lower facing surface extending between the inner end surface and the outer end surface and facing downwardly therebetween, and an upper facing surface extending between the inner end surface and the outer end surface and facing upwardly therebetween.

The present invention relates to a prefabricated wall assembly that includes an outer frame assembly and an inner frame assembly that are spaced apart from each other. The outer frame assembly includes a masonry panel composed of a plurality of masonry units such as bricks. The inner frame assembly includes an insulation panel and waterproof lining. The prefabricated wall assembly further includes sealing arrangements for allowing the prefabricated wall assembly to seal against similar adjacent prefabricated wall assemblies. The outer frame assembly includes length adjustable side support members for supporting an outer side edge of the masonry panel.

The present invention relates to a prefabricated wall assembly that includes an outer frame assembly and an inner frame assembly that are spaced apart from each other. The outer frame assembly includes a masonry panel composed of a plurality of masonry units such as bricks. The inner frame assembly includes an insulation panel and waterproof lining. The prefabricated wall assembly further includes sealing arrangements for allowing the prefabricated wall assembly to seal against similar adjacent prefabricated wall assemblies. The outer frame assembly includes length adjustable side support members for supporting an outer side edge of the masonry panel.

Fire resistant lightweight cladding 10 comprising thin sheet material having an outer layer which is predominantly steel and a thicker inner layer which is predominantly aluminium, the inner layer being a supporting layer and the sheet material being formed into a panel of predetermined outline and used in a fire-resistant wall panel assembly comprising a substrate supporting outer cladding sheets in side by side relation, each cladding sheet being a composite of a relatively thin steel layer and a relatively thick aluminium layer, the sheets described herein have a steel outer layer which is about 4 mm thick and an aluminium layer is about 2 mm thick and panel density from 6 kg/m2 to 9 kg/m2. The panels were tested according to British Standard BS 8414-22015 (amdt 1) as modified by Australian 5113-2016 (amdt 1) and the specimen passes the classification criteria 5.4.4(b) which concerns the temperature differential from outer fireside and inside and 5.4.5(g) which concerns debris.

Fire resistant lightweight cladding 10 comprising thin sheet material having an outer layer which is predominantly steel and a thicker inner layer which is predominantly aluminium, the inner layer being a supporting layer and the sheet material being formed into a panel of predetermined outline and used in a fire-resistant wall panel assembly comprising a substrate supporting outer cladding sheets in side by side relation, each cladding sheet being a composite of a relatively thin steel layer and a relatively thick aluminium layer, the sheets described herein have a steel outer layer which is about 4 mm thick and an aluminium layer is about 2 mm thick and panel density from 6 kg/m2 to 9 kg/m2. The panels were tested according to British Standard BS 8414-22015 (amdt 1) as modified by Australian 5113-2016 (amdt 1) and the specimen passes the classification criteria 5.4.4(b) which concerns the temperature differential from outer fireside and inside and 5.4.5(g) which concerns debris.

A facade module for separating an interior from an exterior of a building volume includes: a partition plate, including an inner face and an outer face, the partition plate including an inner glazed layer forming the inner face; and a fastening element of the partition plate suitable for fastening the partition plate to a building structure. The partition plate includes at least one stone layer forming the outer face of the partition plate and/or extending over the inner glazed layer.

An outer covering of a building includes anchor bolts configured to extend outwardly from an exterior side of floor support structures of the building, a plurality of anchor plates that adjustably mount to the plurality of anchor bolts, and a plurality of spandrel units that mount to an exterior side of the plurality of anchor plates. Each of the plurality of spandrel units includes a first mounting structure that receives a first outer covering section from above and supports a dead weight and lateral load of the first outer covering section via a corresponding one of the plurality of anchor plates and associated anchor bolts, and a second mounting structure configured to rotationally receive a second outer covering section after dead weight of the second outer covering section is loaded on an adjacent spandrel unit located below that one of the plurality of spandrel units.

An outer covering of a building includes anchor bolts configured to extend outwardly from an exterior side of floor support structures of the building, a plurality of anchor plates that adjustably mount to the plurality of anchor bolts, and a plurality of spandrel units that mount to an exterior side of the plurality of anchor plates. Each of the plurality of spandrel units includes a first mounting structure that receives a first outer covering section from above and supports a dead weight and lateral load of the first outer covering section via a corresponding one of the plurality of anchor plates and associated anchor bolts, and a second mounting structure configured to rotationally receive a second outer covering section after dead weight of the second outer covering section is loaded on an adjacent spandrel unit located below that one of the plurality of spandrel units.

A wall connection system is disclosed, which includes a horizontal building frame component with a first vertical face that has a first slot. The system further includes a prefabricated wall structure with a plurality of parallel studs and an elongate member connect to each stud. The elongate member has a second vertical face with a second slot and is parallel to the first vertical face. The long axis of the first slot is perpendicular to the long axis of the second slot. A fastener assembly connects the horizontal building frame component to the wall structure, through the slots.

A wall connection system is disclosed, which includes a horizontal building frame component with a first vertical face that has a first slot. The system further includes a prefabricated wall structure with a plurality of parallel studs and an elongate member connect to each stud. The elongate member has a second vertical face with a second slot and is parallel to the first vertical face. The long axis of the first slot is perpendicular to the long axis of the second slot. A fastener assembly connects the horizontal building frame component to the wall structure, through the slots.