Abstract: A construction element includes a first wall, and a second wall. The walls are arranged at a distance from one another, forming a space wherein at least one non-concrete composite bar is arranged. Concrete is arranged in the space between the first wall, the second wall, and the composite bars.

Abstract: A monument is presented. The monument comprises a floor panel; a left face panel perpendicular to the floor panel; a right face panel perpendicular to the floor panel; and an attachment system connecting the floor panel, the left face panel, and the right face panel. The attachment system comprises a right corner bracket fitting connecting the right face panel to the floor panel; a left corner bracket fitting connecting the left face panel to the floor panel; and a filler panel connected to and extending between the right corner bracket fitting and the left corner bracket fitting.

Abstract: An anti-seismic performance reinforcement structure of a masonry structure and a construction method of the same are proposed, where a deformed bar is constructed to be tied to the entire circumference of the masonry structure at every predetermined height thereof such that the masonry structure is connected to a wall, thereby simplifying a construction process, and inducing the masonry structure and the wall to be moved integrally to each other during an earthquake so as to prevent the masonry wall from collapsing. The method of performing anti-seismic performance reinforcement and crack repair of the masonry structure includes: removing a predetermined depth of a horizontal joint; mounting the cross joint by forcibly press-fitting the cross joint having the press-in holder and the horizontal holder to a perforated position; fixing a deformed bar fixture to the wall; and tying the entire circumference of the masonry structure with the deformed bar.

Abstract: An approved dynamic construction is used for effectively thermally insulating and sealing of a safing slot between a floor of a building and an exterior wall construction. The exterior wall construction includes a curtain wall configuration defined by an interior wall glass surface including one or more aluminum framing members, wherein the vision glass extends to the finished floor level below. The dynamic, thermally insulating and sealing system includes a first element for receiving the insulating elements and positioned in the zero spandrel area of a glass curtain wall construction including only vision glass to maintain thermally insulating and sealing of the sating slot during exposure to fire and heat as well as movement in order to maintain a complete seal extending across the safing slot.

Abstract: Modular system for creating a structure, in particular a building component, comprising at least one post profile (2), at least one ceiling profile (3) and at least one floor profile (4) for a basic framework of a first modular unit (50, 50?, 50?, 50??), at least one further post profile (2), at least one further ceiling profile (3) and at least one further floor profile (4) for a basic framework of a second modular unit (50, 50?, 50?, 50??), and a module connector (38) for connecting the first and the second modular unit (50, 50?, 50?, 50??), wherein the post profile (2) has a first pin holding fixture (55) and the further post profile (2) has a second pin holding fixture (55), wherein the module connector (38) has a first connecting pin (39) for insertion into the first pin holding fixture (55) and a second connecting pin (40) for insertion into the second pin holding fixture (55), and wherein the module connector (38) has a supporting element (41) on which the first and second connecting pins (39, 40) are

Abstract: The fixing metal fitting including: a joint base in groove shape mainly composing a joint metal; a cover spacer in groove shape capable of supporting the pillar's axial load by covering the joint base, wherein joint base including: a plane section in rectangular shape coinciding with an end surface of the pillar; a pair of groove walls bent vertically in L shape; and a joining plate standing from the plane section and supported by welded part J contacting at least the pair of groove walls or groove bottom, wherein the cover spacer including: a plane section in rectangular shape for supporting pillar by abutting to the pillar's end surface; a pair of groove walls composed of side edges of plane section respectively bent vertically in L shape; and a slit drilled such that the joining plate will be fitted into slit when the cover spacer is covering the joint base.

Abstract: A frame corner member includes an elongated hollow extrusion having a central corner portion and two leg portions extending from the central portion. Each leg portion includes an inner side wall spaced from and parallel to an outer side wall, and merging with the central portion. An outer end wall joins the inner and outer side walls, which each include an inner surface facing the inner surface of the other side wall. An opening through the outer end wall defines a space between the inner and outer side walls adjacent one end of the extrusion for receiving one end of one of frame side members and end members. At least one of the inner surfaces in the space has discrete surface features adapted to grip and retain the one end of one of the side members and end members in the space when received through the opening.

Abstract: A wall panel and spline joining system and method for use in barrier designs used in high containment facilities. A system for joining the panels includes a spline connector designed to ensure planar alignment of the panel surfaces. Panel edges are provided with kerf grooves for receiving the spline connector. A sealing agent is placed within the kerf for bonding the spline connector to the panel. The spline connector is configured with flange elements having channels which permit the sealing agent to be distributed in and through the channels to enhance the bonding between the spline and the panels.

Abstract: The system has filling plates (10) that are provided between an inner cover plate and outer cover plate. The frame rails are formed with an intermediate trapped insulation. A connection element configured for connecting the posts and bolt so that the filling plates are provided in the skeletal segments. An outer edge of the outer cover plate of a filler panel is overlapped adjacent to the post or bolt. The connecting portion configured to jam the overlapping portions of the outer cover plate with post or bolt.

Abstract: A partition includes at least two stands (1) spaced apart from each other, wherein each of the stands (1) includes a first panel (11), a second panel (12) corresponding to the first panel (11) and a lateral plate (13) connecting the first panel (11) and the second panel (12); at least one inner plate (3), wherein two sides of the inner plate (3) are respectively fixed to and between the two stands (1); and two outer plates (4, 5) respectively fixed to and between the first panel (11) of each stand (1) and the second panel (12) of each stand (1), wherein the two outer plates (4, 5) and the inner plate (3) form two spaces (6, 7) respectively. The inner plate 3 separates the two spaces (6, 7), so the partition is capable of performing better sound insulation effects and is more convenient to be assembled.

Abstract: Adaptive, self-adjusting decorative trim assemblies are especially adapted for use in aircraft cabin interiors where the fuselage undergoes deformation and/or distortion due to pressurization during flight. The self-adjusting features of the decorative trim assemblies according to the embodiments described herein thus allow for relative movement between mutually intersecting interior cabin panels without jeopardizing the cabin interior aesthetics (e.g., since the relative positioning of the panels is not disrupted by virtue of such fuselage deformations).

Abstract: A wall panel system that is adapted to be attached over an existing vertical substrate, such as a wall or stripped interior of an elevator cab. Panel assemblies, base assemblies and frieze assemblies are provided. There are several versions of hangers that are first attached to the vertical substrate onto which the panels, base and frieze are hung. The back of the panel assemblies have a series of apertures on each vertical edge that engage into the hangers that allow for some lateral movement of the panels to achieve uniform reveal gaps between multiple panels in a particular installation.

Abstract: The connection between two partitions of offices is assured by a post of angle and a spacer. The section of the post of angle contains a circular part and a neighboring part in the shape of dovetail. The spacer is a profile, a section of which corresponds to a truncated triangle. The base and the extremities of the sides of the spacer contact the circular part of the post of angle. This contact assures of one part the alignment of both profiles and on the other hand a finish of joint whatever is the angle between partitions. The fixation of an element of partition such as one profile (22) or a facing in the U profile is assured by an intermediate profile snapped up at the bottom of U of the U profile. The fixation of a profile in a U profile is realized by insertion of the extremity of the profile in the hollow of U followed by a rotation of a quarter of tour of the profile around its main axis to clamp its extremity in the U.

Abstract: The modular building structure has reinforced column and wall panel components to form walls of a building. A foundation of concrete may have rods embedded according to a building floor plan. Concrete blocks with hollow cores may be stacked at specified column locations with at least one rod bracket device positioned in a joint and at least one rod extending upwardly through the hollow core. An attachment rod may be inserted in at least one channel of each rod bracket device. A wall panel may be positioned on the foundation to span the space between adjacent columns. Each wall panel may have at least one embedded rod extending through a lower horizontal member to be attached with a fastener. A wall holding bracket may also engage an outside stud member of adjacent wall panels at each column with the wall holding bracket attached to the rod bracket device.

Abstract: A building assembly is provided which includes in certain embodiments a perimeter structure having at least first and second sides, joists supported on the perimeter structure and extending between the first and second sides of the perimeter structure, a rim board positioned at aligned first ends of the joists, and connectors. Each of the connectors is fastened to and/or embedded in the perimeter structure, and is fastened to the front face of the rim board. Methods of constructing a building structure are also provided.

Abstract: A set of extruded interlocking moldings joins together panels of framed glass and/or framed glass doors. A first molding has a channel along an edge of one face and a groove in the opposite face. A second molding has a tongue extending along an edge of one face and a flange along an edge of the opposite face. The channel of the first molding is configured to receive and hold the tongue of the second molding to secure the moldings together as the panels are aligned. The flange of the first molding snaps into the groove of the second molding when the moldings are rotated to a predetermined angle with respect to each other.

Abstract: A method of connecting a panel (50) to a panel joining member (51) is disclosed. The method includes the steps of forming a recess (16) adjacent to an edge of a panel. The panel (50) is located within a panel joining member (51) the panel (50) being located against a stop member (15) and the recess (16) being aligned with an aperture (18) in the wall (13B) of the joining member (51). A fastener (17) is passed through the aperture (18) and urges the panel towards the outer wall (15) of the joining member (51). A receiver (30) is inserted into the recess (16) to assist engagement of the panel (50) with the fastener (17). The receiver (30) has a shape complementary to that of the recess (16). Opposing walls (13A, 13B) of the joining member (51) are inclined towards one another to improve panel retention. A push or snap-fit join is included to facilitate assembly.

Abstract: A free-standing, partition-type furniture system adapted to subdivide an open space of a room, comprising a plurality of first partition panels, each including a first body portion having a pair of side edges, and a first screen member operably coupled to the first partition panel and laterally shiftable with respect to the first partition panel such that the first screen member extends from one of the side edges of the first body portion. The furniture system also includes a plurality of second partition panels each including a second body portion having an upper edge, and a second screen member operably coupled to the second partition panel and vertically shiftable with respect to the second partition panel such that the second screen member extends from the upper edge of the second body portion. The plurality of first and second partition panels are operably coupleable and arrangeable so as to subdivide the open space of a room.

Abstract: The present invention is directed to an inside corner framing element for supporting wallboard at the intersection of two adjoining walls made from sheet metal framing members. The inside corner framing element may be characterized as either: (1) an elongated sheet metal strip bent lengthwise two times to define a truncated W-shaped cross-sectional profile with at least one linear receiving slot positioned at an end of the elongated sheet metal strip; or (2) an elongated sheet metal strip bent lengthwise three times to define a W-shaped cross-sectional profile with at least one linear receiving slot positioned at an end of the elongated sheet metal strip.

Abstract: Wall and floor connection arrangements. In various embodiments, a first a joist rim is coupled to the flanges of at least some vertically extending studs such that an upper rim flange of the first joist rim is substantially coplanar with a portion of an upper track of the wall. A second joist rim is coupled to another lateral flange of at least some of the vertically extending studs such that an upper rim flange of the second joist rim is substantially coplanar with a portion of the upper track and the upper rim flange of the first joist rim. A plurality of first joists may be coupled to the first rim and plurality of second joists may be coupled to the second rim. A floor deck may be received on the upper track as well as the upper flanges of the first and second joist rims.

Abstract: A portable platform-support provides an external platform corner for supporting a platform surface structure. The external platform corner employs a rigid corner-support apparatus that is connectable to other components. The rigid corner-support apparatus includes a non-integrating outer-facing portion with opposing outer edges and an inner portion. A channel member has an elongated shape and an upper surface adapted to provide support to the platform surface structure, and a reinforcement member is securely coupled to and extending from the inner portion with the reinforcement member being adapted to securely support the channel member.

Abstract: A wall system includes a plurality of wall members, the wall members having a first metal panel, a second metal panel, and an insulating core between the first panel and the second panel. At least one of the first panel and the second panel include ridge portions. The insulating core can be a foam, such as a polyurethane foam. The foam can include at least one opacifier to improve the k-factor of the foam.

Abstract: The present invention relates to a wall reinforcement system, in particular for tying a veneer wall (21) to a back up wall (22). The system can protect a building against adverse seismic or wind loading conditions. A helical wall tie (1) is driven into a back-up wall (22) using a percussion tool. A connector (10) is then placed over the end of the wall tie, the connector engaging with the helical fins to prevent its removal without unscrewing the connector (10). A reinforcement wire (20), which preferably extends around a building, is then threaded through a hole in the connector to lock the rotation of the connector (10). The reinforcement wire is used to link a series of connectors together. The wire is then encased in mortar (24) within the bed joint between two courses of bricks. In preferred embodiments, more than two reinforcement wires extend in parallel along the bed joint.

Abstract: The invention relates to a shear connector (4) for connecting at least two components (1, 2, 3), said connector having a number of pins (6). The shear connector (4) is embedded at least partially and preferably completely in one of the components (2, 3) and the pins (6) of the shear connector (4) engage in corresponding cavities in the component (2, 3) that carries the shear connector (4). To improve the ease of assembly, the shear connector (4) is configured in at least two sections and is provided with elements (10) or co-operates with elements that are used to interconnect the two or more sections (4a, 4b) of the shear connector (4). The invention also relates to a system of interconnected components.

Abstract: A stackable tubular column assembly and method of assembly in which uniform cross-section column members for adjacent floors are joined by a coupler having a plate that divides the coupler into two compartments. Each compartment telescopingly receives the end of column members so the load of the upper column member is uniformly distributed over the walls of the lower column member through the plate. The lower portion of the coupler has flanges for coupling floor beams. Methods of erecting the column assemblies and a building are disclosed.

Abstract: System for connecting profile elements includes a separate clamping element having a clamping plate and at least one protrusion and a separate locking element having a base plate and at least one protrusion. In an assembled state, the locking element butts against that side of the profile elements located opposite the clamping element, such that protrusions of the locking element and of the clamping element are directed toward one another. A device is utilizes to clamp the clamping element and the locking element together such that, in the assembled state, the profile elements are clamped in between the clamping element and the locking element. The device being guided centrally between the profile elements.

Abstract: A panel for field erecting an assault course with the panel supporting a bullet retaining member on at least one face with the panel erectable on a base member and securable to similar or identical panels to form an assault course and a method for field erecting of the assault course comprising the laying of a base member on top of a terrain surface and then erecting a walled enclosure around the perimeter by positioning the panels on top of the base and then securing the panels to each other and to the base member with fasteners to form the assault course.

Abstract: A structure such as a demountable building (10) including a base (11), a plurality of modular units (12–17) which are arranged for connection to the base (11). Each unit is fitted out with functional elements to enable that unit to perform a predetermined function in the operation of the building (10). Each unit (12–17) and its associated functional elements being operative to be connected to, or removed from, the base (11) as a single unit.

Abstract: A plastic corner device for installing drywall to form an inside corner. The corner device has a large corner with a smaller corner facing it to form a right parallelepiped, whose sides equal in length the thickness of the drywall panels. The corner device and/or the panels have adhesive applied to them, and the edges of the panels abut the smaller corner to form the inside corner. Adhesive is then applied to the rearward surfaces, and the assembly of the corner device and the panels is adhered to a building structure.

Abstract: Disclosed is a method of construction of a wall from first, second and end modules each forming part of the wall. The method includes assembly of two modules being first, end or first and end modules having portions forming part of the wall by aligning these modules in a desired alignment and connecting them together with connection means to form a supporting structure for second modules. The connection means has a tie portion generally extending in the direction of the alignment. The tie portion has a portion corresponding with connection portions of a second module and cooperation of the corresponding tie portion, extending between guides formed as part of the tie portion, with the connection portions connects the second module to the supporting structure. In such manner, a portion of a wall may be constructed. Use of mortar of scaffolding and concrete pouring techniques may thus be avoided in construction of a structure.

Abstract: An improved wall stud assembly used to form a prefabricated partition or wall assembled within the interior space of a warehouse factory or other building structure, and comprising first and second elongate stud members, each having a joining part and a panel receiving flange disposed along each longitudinal side of the joining part. Preferably each of the joining parts of the stud members include a plurality of punched holes and extruded holes formed therein and relatively oriented to allow interconnecting fasteners to be applied to the stud member from either side of the stud assembly. The stud members are assembled so that joining parts are disposed in spaced, substantially confronting relation to one another and with the punched holes on the first stud member generally aligned with the extruded holes of the second stud member, such that at least one fastener element extend initially through a punched hole on the first stud member and subsequently into one of the extruded holes on the second stud member.