The present invention discloses a structure for connecting a composite insulation exterior wall panel and a steel structural beam-column, including a steel structural beam and a steel structural column making up a a steel structural body. A filling insulation layer is provided at a gap of the steel structural body. A composite insulation panel connecting assembly is wrapped at a junction between the steel structural beam and the steel structural column. The composite insulation panel connecting assembly is connected to a horizontal composite insulation panel assembly, via a staggered seam, in a horizontal direction, and the composite insulation panel connecting assembly is connected to a vertical composite insulation panel assembly, via a staggered seam, in a vertical direction.

The present invention discloses a structure for connecting a composite insulation exterior wall panel and a steel structural beam-column, including a steel structural beam and a steel structural column making up a a steel structural body. A filling insulation layer is provided at a gap of the steel structural body. A composite insulation panel connecting assembly is wrapped at a junction between the steel structural beam and the steel structural column. The composite insulation panel connecting assembly is connected to a horizontal composite insulation panel assembly, via a staggered seam, in a horizontal direction, and the composite insulation panel connecting assembly is connected to a vertical composite insulation panel assembly, via a staggered seam, in a vertical direction.

A wall block, wall block system, method of constructing a wall or other structure and a method of manufacturing a block wherein the wall block has a front, a rear, and two side surfaces, as least one of the surfaces consisting of multiple vertically planar surfaces of differing shapes and sizes and multiple faceted surfaces of differing shapes, sizes and contours.

A wall block includes a generally rectangular body including a decorative side that has four edges and five other sides; and a spacer integrated to at least one of i) the decorative side and ii) one of the five other sides that is adjacent the decorative side; the spacer being distanced from at least two adjacent edges of the decorative side so as to create a gap between two adjacent wall blocks when they are abutted. A block wall is constructed using a plurality of such wall blocks.

A wall block includes a generally rectangular body including a decorative side that has four edges and five other sides; and a spacer integrated to at least one of i) the decorative side and ii) one of the five other sides that is adjacent the decorative side; the spacer being distanced from at least two adjacent edges of the decorative side so as to create a gap between two adjacent wall blocks when they are abutted. A block wall is constructed using a plurality of such wall blocks.

A shear wall assembly is provided. The assembly includes a first anchor, a second anchor, a third anchor, a first bolt, a second bolt, a seismic fuse, and a rod. Each anchor includes a hollow tubular body including a first open end, a second open end, an interior including female threads, and an exterior including male threads. Each bolt includes a head and a shank. The shank includes male threads. The shank extends through an open end of an anchor. The male threads of the bolt engage with the female threads of the anchor. The seismic fuse is configured to receive the heads of the bolts and includes a hole. The rod includes an end with male threads. The rod extends through the hole of the seismic fuse into the open end of an anchor. The male threads of the rod engage with the female threads an anchor.

A shear wall assembly is provided. The assembly includes a first anchor, a second anchor, a third anchor, a first bolt, a second bolt, a seismic fuse, and a rod. Each anchor includes a hollow tubular body including a first open end, a second open end, an interior including female threads, and an exterior including male threads. Each bolt includes a head and a shank. The shank includes male threads. The shank extends through an open end of an anchor. The male threads of the bolt engage with the female threads of the anchor. The seismic fuse is configured to receive the heads of the bolts and includes a hole. The rod includes an end with male threads. The rod extends through the hole of the seismic fuse into the open end of an anchor. The male threads of the rod engage with the female threads an anchor.

The invention concerns a dry stacking system (1) comprising: bricks (2, 3, 4, 5, 27, 29), with a flat top face (8) and a flat bottom face (9) in which a groove (14, 15) is provided in the length direction; a wall tie (6); and an anchoring clamping element (7) which can be attached to the wall tie (6) and in adjacent grooves (14, 15) of a top-stacked brick (2, 3, 4, 5, 27, 29) and a corresponding under-stacked brick (2, 3, 4, 5);
wherein at least one brick (2, 29) as an anchoring brick (2, 29) has one or more recesses (16) in its top face (8) and/or its bottom face (9) for receiving the wall tie (6) therein, wherein each recess (16) extends from a rear face (10) to beyond the corresponding groove (14). The invention also concerns an anchoring brick (2, 29) for such a dry stacking system (1), a facade (26) erected therewith, and a method for erecting such a facade (26).

Modular building methods and systems using lightweight modular panels, and specially configured transition panels for transitioning from wall to floor, or from wall to roof. Identically configured standard panels are used for constructing the walls, floor, and roof, with transitions from one structure to the next (e.g., wall to floor, or wall to roof). Each of the variously configured panel types includes channels (e.g., 2 pair of channels) formed through the length of the foam body, where the channels are configured to receive splines (e.g., flanges of an I-beam) therein. In the standard panel, the channels may include pairs of top and bottom channels, with the channels offset towards the respective panel major faces. In the transition panels, the channels may be similarly configured, but positioned differently to make the appropriate transition. The splines are connected to a frame, which acts as a template and transfers loads to a foundation.

Modular building methods and systems using lightweight modular panels, and specially configured transition panels for transitioning from wall to floor, or from wall to roof. Identically configured standard panels are used for constructing the walls, floor, and roof, with transitions from one structure to the next (e.g., wall to floor, or wall to roof). Each of the variously configured panel types includes channels (e.g., 2 pair of channels) formed through the length of the foam body, where the channels are configured to receive splines (e.g., flanges of an I-beam) therein. In the standard panel, the channels may include pairs of top and bottom channels, with the channels offset towards the respective panel major faces. In the transition panels, the channels may be similarly configured, but positioned differently to make the appropriate transition. The splines are connected to a frame, which acts as a template and transfers loads to a foundation.