A window wall assembly including an insulated panel having at least one hole; at least one spacer located between and abutting a first portion of an outside of the insulated panel and an inside of an architectural fascia panel; at least one layer of nonconducting material connected to the at least one spacer and sandwiched between a second portion of the outside of the insulated panel and the inside of the architectural fascia panel; and a first fastener having a hollow inner section inserted into the at least one hole which has threading on the inside, an outer section having threading on the outside and extending into the layer of nonconducting material; and a flange located between the inner section and outer section of the first fastener and having a greater lateral dimension than the radius of the at least one hole.

The present invention comprises: an external wall installation step for forming a wall by inserting elastic pieces therein such that a core block and an exterior block elastically make contact, and coupling the same to an inner core block; a side end elastic member installation step, of a beam side end, for having an interval region at both end sides of a beam and an external wall inner surface and for fixing elastic members to an interval region; a top elastic member installation step, of a beam top to be interposed between a deck plate, which is installed at the top of the beam, and the beam; a slab forming step for installing the deck plate, a dry heating panel, and a floor finishing panel on the top elastic members; and a slab side end finishing step for sealing and finishing an interval portion among the side end surfaces of the slab and the external wall inner peripheral surface, and thus expected are effects of: ensuring shock resistance of the slab in a building constructed by using assembly-type blocks; having shock resistance, by using an elastic means for a connection region between the wall, built by the assembly-type blocks, and the slab so as to relieve the direct shock transmission; and simultaneously enabling a noise-blocking function capable of preventing shock, noise and the like, transmitted from the slab, from being transmitted to a lower floor.

The present invention comprises: an external wall installation step for forming a wall by inserting elastic pieces therein such that a core block and an exterior block elastically make contact, and coupling the same to an inner core block; a side end elastic member installation step, of a beam side end, for having an interval region at both end sides of a beam and an external wall inner surface and for fixing elastic members to an interval region; a top elastic member installation step, of a beam top to be interposed between a deck plate, which is installed at the top of the beam, and the beam; a slab forming step for installing the deck plate, a dry heating panel, and a floor finishing panel on the top elastic members; and a slab side end finishing step for sealing and finishing an interval portion among the side end surfaces of the slab and the external wall inner peripheral surface, and thus expected are effects of: ensuring shock resistance of the slab in a building constructed by using assembly-type blocks; having shock resistance, by using an elastic means for a connection region between the wall, built by the assembly-type blocks, and the slab so as to relieve the direct shock transmission; and simultaneously enabling a noise-blocking function capable of preventing shock, noise and the like, transmitted from the slab, from being transmitted to a lower floor.

A wall system for a cargo container is provided. The wall system includes a plurality of panels that are configured to be fixed to logistics posts in a cargo compartment. Each panel includes a central portion and right and left end portions that are disposed on respective outboard sides of the central portion, the central portion includes a planar wall surface, the right and left end portions each include a planar wall surface. The central portion comprises two or more recessed portions that extend inwardly from the planar wall surface to define an elongate void that is configured to receive an elongate track therein, such that an outer surface of the elongate track, when disposed within the recessed portion, is co-planar with the planar wall surface of the central portion or disposed within the recessed portion and recessed behind the planar wall surface of the central portion.

The present invention relates to a plate of composite material, specially structured to be used as shielding of buildings in general, but also can be used for shielding aircraft, boats, military vehicles and other applications where a shielding system is required. The architectural shielding plate consists of a steel plate (11) on the back surface of which flexible elastic deformation elements (13) are installed conveniently distributed to provide balanced support for the plate (10) when installed on a vertical wall (20), being said steel plate (11) covered by a finishing layer (12) on its front or frontal surface.

A wall system for a cargo container is provided. The wall system includes a plurality of panels that are configured to be fixed to logistics posts in a cargo compartment. Each panel includes a central portion and right and left end portions that are disposed on respective outboard sides of the central portion, the central portion includes a planar wall surface, the right and left end portions each include a planar wall surface. The central portion comprises two or more recessed portions that extend inwardly from the planar wall surface to define an elongate void that is configured to receive an elongate track therein, such that an outer surface of the elongate track, when disposed within the recessed portion, is co-planar with the planar wall surface of the central portion or disposed within the recessed portion and recessed behind the planar wall surface of the central portion.

A concrete panel system includes first, second, and third rectangular precast concrete panels, each defining a respective top edge, bottom edge, and first and second lateral edges. A first type connector is formed in the concrete material at least along the top edge of the first panel and along the first lateral edge of the first panel. A second type connector is formed in the concrete material at least along the second lateral edge of the second panel, and along the bottom edge of the third panel. The first type connector and the second type connector are configured to connect together so as to form a cavity between the respective panel edges. This cavity extends along the first lateral edge of the first panel to facilitate positioning rebar between adjacent panels.

A modular building system is provided which includes modular wall sections. Each wall section has a concrete support column reinforced within by metal rods and at least two wall panels which are formed of concrete. Spline panels are attached to the wall panels at one or both ends of each wall section to connect the wall section to an adjacent wall section. The spline panels are formed of concrete and have a width less than half a width of any of the wall panels. The spline panels are positioned so that a portion thereof extends further in a longitudinal direction of the wall section than the respective wall panels to which the spline panels are joined, so that the spline panels cover joints between wall panels of adjacent wall sections when the adjacent wall sections are connected.

A modular building system is provided which includes modular wall sections. Each wall section has a concrete support column reinforced within by metal rods and at least two wall panels which are formed of concrete. Spline panels are attached to the wall panels at one or both ends of each wall section to connect the wall section to an adjacent wall section. The spline panels are formed of concrete and have a width less than half a width of any of the wall panels. The spline panels are positioned so that a portion thereof extends further in a longitudinal direction of the wall section than the respective wall panels to which the spline panels are joined, so that the spline panels cover joints between wall panels of adjacent wall sections when the adjacent wall sections are connected.

A telescoping barrier assembly provides interlocking modules coupled together so as to slide vertically with respect to the other. The modules telescopically extend to a deployed position to form a barrier that withstands inertial and the external forces, and then retracts to a collapsed position. The modules include a base module and a plurality of deployable modules that are arranged in a nested configuration, such that each module slides in and out of an adjacent module. The base module has a mounting portion that may be subterranean. A lifting mechanism applies an axial force to the deployable modules to enable displacement between the operational and collapsed position. Spring biased lateral support members help the deployable modules remain in the extended position and a pulley system helps displace the modules to the collapsed position. An inner and outer seal inhibit liquid leakage between the module and between multiple adjacent assemblies.