Abstract: The invention provides a bracket design for connecting cross and main tees of a suspended ceiling in non-rectangular joints to provide a wide variety of ceiling patterns including rhombic and triangular shapes.

Abstract: A loss-prevention system includes a securing element securing components of a vehicle or rail vehicle and having a first portion and first and second lugs. The first portion is an elongate plate extending in a first plane. A first through-passage opening is disposed in the first portion. The first through-passage opening accommodates at least part of a first releasable connection for fastening the securing element on a first component. The first portion has a long side. The first and second lugs are disposed on the long side of the first portion, or opposite one another, and project from the first plane onto a common side of the first portion. The first lug is configured to rest on the upper side of the first component. The second lug is configured to support a second component on its underside and to secure the same against falling off.

Abstract: A panel for forming part of a partition is disclosed. The partition may, for example, be a roof, a wall or a floor of a building. The panel comprises: a central panel; two support members; and a resiliently compressible portion. The two support members are disposed on opposed sides of the central panel, each of the two support members extending generally perpendicularly to a plane of the central panel. The resiliently compressible portion is arranged between the two support members such that a distance between the two support members can be reduced by compressing the resiliently compressible portion.

Abstract: A knife including a handle, a blade, and an enclosed blade action is configured to have an optimized weight ratio of the blade to the handle when the blade is extended, the handle can be kept relatively smaller and lighter with a slimmer profile, but without sacrificing rigidity and durability. The slimmer and lighter handle allows a longer blade but without the increased weight resulting from a bulkier handle typically necessitated by the longer blade.

Abstract: A fire-rated angle piece and wall assemblies or other assemblies that incorporate the fire-rated angle piece, in which the angle piece can include an intumescent or other fire-resistant material strip. The angle can be attached adjacent to a corner of a framing member, such as metal tracks, headers, header tracks, sill plates, bottom tracks, metal studs, wood studs or wall partitions, and placed between the framing member and a wall board member at a perimeter of a wall assembly to create a fire block arrangement. A fire spray material can be applied over a portion of the angle piece.

Abstract: A module for constructing foundations for a structure, comprising: a plurality of formwork members that define a pair of side walls that define a space between the side walls; thereto to hold the side walls in a spaced relationship; a three dimensional reinforcement cage that includes the brace, a plurality of first members, and a plurality of second members perpendicular to the first members, the first members coupled to at least the brace and the second members coupled to at least one of the plurality of the first members and the brace, wherein the cage forms an internal support within the space between the side walls for receiving a settable material, such that the side walls become integrated with the internal support as the settable substrate sets, to form the module.

Abstract: Various methods and systems are provided for a cable management device. In one example, the cable management device has a planar base with a plurality of mounting holes, a first wing framing a first slot positioned along a first side of the base, and a second wing framing a second slot along a second side of the base. The wings may flex from a first configuration to a second configuration in response to a contact force.

Abstract: A sheathed building uses corrugated hat-channel furring channels to attach metal panels to an underlying wall structure in a semi-floating manner. The corrugated furring channels are attached to backsides of the metal panels using high-bond-strength tape, and the corrugated furring channels are “hooked” onto corrugated flanges of rail brackets that have been attached to the wall structure to secure the metal panels to the building. Using tape instead of conventional fasteners (e.g., screws or nails) reduces penetrations through the panels and reduces moisture behind the panels. The corrugations facilitate drainage of moisture from behind the panels and drying air circulation. In other embodiments such as a clapboard arrangement of metal panels, rail brackets are not used, and the corrugated furring channels are used to mount the panels in overlapping fashion with no fasteners penetrating through the panels.

Abstract: A wall structure and a method for forming a wall structure is provided using three-dimensional printing of extruded building material applied to a surface of a building structure. According to one embodiment, the wall structure includes a pair of outer wythes spaced from an inner wythe. The outer wythes can include a core extending between the pair of outer wythes and toward the inner wythe. A protrusion can also extend toward the inner wythe a spaced distance from the inner wythe or entirely toward and adjoining the inner wythe. The core is configured with an inwardly facing spaced opposed surfaces of the outer wythes surrounding a vertically extending rebar, with grout surrounding that rebar. Horizontally extending support pins can be spaced parallel from each other and extend from the protrusions and into the inner wythe.

Abstract: A fastening clip for fastening an attachment component on a carrier edge (50, 60), in particular in a vehicle, includes a clip body (10) with a main side (12) and holding legs (14, 16) which lie opposite one another and extend away from the main side (12), the holding legs (14, 16) delimiting, together with the main side (12), a receiving space (18) with an inlet opening (20) for the carrier edge (50, 60), wherein at least one of the holding legs (14) is adjoined by a holding section (22) which is bent over in the direction of the main side (12) of the clip body (10) and has at least one holding projection (24) which protrudes into the receiving space (18) in the direction of the opposite holding leg (16).

Abstract: A concealed connector for connecting a first structural component to a second structural component includes a connection portion and a connection plate. The connection portion attaches to the second structural component. The connection plate attaches to the first structural component. The connection plate is coupled to the connection portion and extends into a slot in the first structural component. The connection plate has a perforated region that is penetrated by at least one fastener to attach the connection plate to the first structural component. The perforated region is deformed by the at least one fastener to permit the at least one fastener to penetrate the perforated region of the connection plate.

Abstract: A shearwall is disclosed for use in lightweight or other constructions to transmit lateral shear forces and dissipate energy on the construction. In examples, the shearwall includes a central panel formed of wood, and side plates formed of steel. The side plates may be affixed at lower corners of first and second opposed surfaces of the central panel. Each side plate may include a fastening plate for affixing the side plate to the central panel, and a restraint plate which fits within a reduced area section of the central panel between the first and second surfaces.

Abstract: A sheet metal connector is provided for connecting a brick wall to a second structural member, the connector is received in the mortar joint of the brick wall and is connected to second structural member. The connector is provided with zones of controlled bending and controlled stiffness to allow for controlled bending of the connector in the field.

Abstract: Resilient mounting clips, panel mount systems including the same, and associated methods. A resilient mounting clip includes a support structure engagement portion and a panel engagement portion with a plurality of edge extensions and a plurality of outboard panel supports. Each outboard panel support extends from a respective edge extension. Each outboard panel support is configured to move at least substantially parallel to a compression axis when the respective edge extension resiliently flexes with respect to the support structure engagement portion. A panel mount system includes at least one support structure, at least one resilient mounting clip, and at least two panels received by each mounting clip. A method of assembling a panel mount system includes positioning and securing a resilient mounting clip on a support structure and receiving each of a first panel and a second panel with the resilient mounting clip.

Abstract: The invention relates to a masonry reinforcement structure (100) comprising at least two assemblies (102) of grouped metal filaments, at least one positioning element (104) for positioning the assemblies (102) of grouped metal filaments in a predetermined position and a polymer coating (110) for securing the assemblies (102) of grouped metal filaments in this predetermined position. The invention also relates to a method of manufacturing such masonry reinforcement structure (100) and to a roll comprising such a masonry reinforcement structure (100). The invention further relates to masonry reinforced with such masonry reinforcement structure (100) and to a method to apply such masonry reinforcement structure (100).

Abstract: A hanger bracket for mounting a skewed beam at a junction of two adjacent beams includes a supporting section configured to support the skewed beam. Fixing flanges substantially perpendicular to the supporting section are configured for attaching the bracket to the adjacent beams along surfaces of the fixing flanges positioned to engage respective ones of the adjacent beams when attached thereto. The surfaces define planes that are non-parallel and non-coincident with each other. Reinforcing faces are located between the supporting section and each of the fixing flanges. The reinforcing faces are inclined relative to the supporting section and fixing flanges. Holes in at least one of the supporting section and the reinforcing faces are configured to receive fasteners to secure the skewed beam to the hanger bracket.

Abstract: An extrudable keder rail and a clamping anchor for the keder rail are cooperative to secure keder fabric to a building support beam. The clamping anchor allows the keder rail to be securely attached to a standard beam without drilling holes or strapping about the beam. A temporary clamp and movable tensioning device allow the keder rails and keder fabric to be applied to the building support beams after the support beams have been assembled and installed.

Abstract: A structural element for constructing an auxiliary means for the manufacture of a reinforcement includes at least one coupling point for coupling the structural element to another structural element. The structural element is formed from a basic element. The structural element may further include a holding means for holding a reinforcement rod. A method for constructing an auxiliary means and a method for manufacturing a reinforcement are also provided.

Abstract: A deck drainage system includes a plurality of hanger clips. Each hanger clip may have a plurality of mounting holes configured to fasten the hanger clip to a support at selected elevations. A soffit may be mounted to the hanger clips without fasteners and located completely below the deck, such that not every hanger clip directly contacts the soffit. A slope of the soffit may be selected by mounting at least two of the hanger clips to the support at different vertical elevations. The soffit may be configured to slope beneath the deck and drain water therefrom in a selected direction.

Abstract: A roofing system is installed over the top of existing corrugated metal roofs or over the top of low profile ribbed metal roofs as a retrofit roofing system. The system uses a clip specifically designed for corrugated and other forms of low-profile ribbed metal roof panels. The clip spans a single raised corrugation or single raised rib to provide a secure support for a roofing system to be disposed above the existing roof. The clips may be disposed at a plurality of locations along a purlin and are secured to the purlin through the existing roof panels with connectors. The connectors pass through spaced curved feet of the clip which fit into the spaced depressions of the corrugated roofing panel or the spaces adjacent to the low profile rib.

Abstract: A masonry wire reinforcement apparatus and system is disclosed for anchoring a veneer wall to a backup wall of Concrete Masonry Units using a masonry wire reinforcement product embedded into an inner support wall, along with clips and pintle ties, such that the clip is attached to the masonry wire reinforcement product and is configured to receive the pintle tie, which then is attached to the veneer wall. Also disclosed is a thermal attachment that can be attached to the clip and accept the pintle tie thereby reducing the transfer of energy from the outer veneer wall to the inner support wall.

Abstract: A masonry anchor for tying a masonry veneer wall to a stud back-up wall comprises a generally planar anchor plate of corrosion resistant steel having an outer coupling end for connection to a veneer tie wire and an inner anchoring end for securement to the stud back-up wall. The anchor plate is provided with a plurality of holes through the anchoring end for accepting a fastening means for fastening the anchor to the stud back-up wall. A backing plate of an inert material is provided for positioning between the anchoring end of the anchor plate and the stud back-up wall, the backing plate being provided with raised structures on a face sized to be contained within the holes in the anchoring end of the anchor plate to allow a shank of the fastening means to pass through the raised structure without contacting the anchoring end of the anchor plate.

Abstract: A high-strength pullout resistant pintle veneer tie and anchoring system employing the same is disclosed. The high-strength veneer tie utilizes modified ribbon pintles formed from a wire formative construct that is cold-worked, with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The veneer tie hereof, when part of the anchoring system, interengages with receptor portions of a wall anchor and is dimensioned to preclude significant veneer tie movement and pullout. The veneer tie is installed within the wall anchor through a swinging motion, fully securing the veneer tie within the anchor.

Abstract: A mounting bracket (1, 41, 91, 121) for a roof window has a frame mountable member (2, 2a, 93, 123), a roof mountable member (3, 3a, 94, 124) and a hinge arrangement (22, 34, 95, 125) for mechanically coupling the roof mountable member (3, 3a, 94, 124) and the frame mountable member (2, 2a, 93, 123) together so that the roof mountable member (3, 3a, 94, 124) is movable between an out of use storage position and an in use mounting position. The location of the pivotal point of the hinge arrangement (22, 34, 95, 125) is movable.

Abstract: An expansion bracket absorbs movement of a wall stud to prevent damage to a wall covering attached to the wall stud. The expansion bracket can include a main body having a main body flange, formed of a deformable material, and having a wall stud attachment end configured to attach to the wall stud via a wall stud attachment element. The main body can also have a furring attachment element configured to attach a furring to the main body. When the main body is attached to the wall stud and the furring, and the wall covering is attached to the furring via a wall covering attachment element, the main body flange is configured to absorb, via deformation, at least a portion of the movement of the wall stud due to heat-based expansion of the wall stud.

Abstract: The connecting fitting comprises a band-like section 14 and a back plate 11 that can be inserted between the flanges 7b, 7c by passing between lips 7d, 7e, in an insertion attitude, and a joining section 15 that can join a beam 5E in a state where the band-like section 14 and the back plate 11 are inserted between the flanges 7b, 7c. The band-like section 14 has a pair of abutting sections 14b, 14c that can abut respective inner surfaces of both flanges 7b, 7c of a C-section steel 7, in an attachment attitude resulting from rotation from the insertion attitude by a predetermined angle.

Abstract: An improved joint member, e.g., a gusset, is provided and is formed from a fiber-reinforced pultruded material. The improved gusset is more lightweight and inexpensive to manufacture than conventional gussets. Furthermore, the fiber-reinforced material is strong enough to provide the structural support needed in most platform-type systems.

Abstract: A shear bar for an edge lift anchor for a concrete panel, the shear bar being a bar of rectangular cross-section shaped to engage an upper edge of the lifting anchor when installed in the panel, the bar having opposed large area faces and opposed smaller area faces and the bar being so shaped that when engaged with the upper edge of the lifting anchor one of its opposed large area faces will face towards the upper surface of the panel in the casting configuration of the panel.

Abstract: A post to foundation connection made with a connector that can be installed as a retrofit after the post is already in place, with fastener attachments that are made to either side of the post rather than under it. The connector can be slid into place below the post, between it and the foundation, after which it can be attached to the foundation and the post.

Abstract: A bracket system kit for assembling playground equipment may include some or all of a plurality of deck support brackets, at least two vertical frame brackets, at least two horizontal frame brackets, a swing bracket, and at least two ladder brackets. The deck support brackets can secure horizontal deck support beams to vertical frame beams at first points along the vertical frame beams. The vertical frame brackets can attach to at least two adjacent vertical frame beams at second points above the first points. Horizontal frame brackets can interconnect with vertical frame brackets. Swing brackets can fastens a swing support beam to the at least one horizontal frame beam at a third point along the at least one horizontal frame beam. The two ladder brackets can connect a ladder to one of the horizontal deck support beams.

Abstract: A wireguide configured to couple to a T-bar structure of a drop ceiling and method for installing the wireguide is provided. The wireguide includes a first portion contacting a base of the T-bar structure; a second portion extending from the first portion over a top member of the T-bar structure; and a third portion extending from the second portion to the base of the T-bar structure.

Abstract: Insulated metal panel siding system for a structure comprising elongated base members and elongated insulated metal panels. The base member is installed along the base of wall framing for the structure and extends across at least two vertical frame members in the wall framing. The base members has a profile running laterally along the upper side thereof. The insulated metal panel is installed on the wall framing running horizontally across the vertical frame members and abutting the base member. The panel has a rigid foam core, an interior metal facing, and an exterior metal facing. The panel also has a profile running laterally along the lower side thereof. The upper profile of the base member and the lower profile of the panel are adapted to allow the base member and the panel to be joined by a tongue-in-groove joint running horizontally across the wall framing.

Abstract: An extrudable keder rail and a clamping anchor for the keder rail are cooperative to secure keder fabric to a building support beam. The clamping anchor allows the keder rail to be securely attached to a standard beam without drilling holes or strapping about the beam. A temporary clamp and movable tensioning device allow the keder rails and keder fabric to be applied to the building support beams after the support beams have been assembled and installed.

Abstract: An anchor for securing a metal door frame to a floor comprises a generally planar flange securable in an upright position to an interior surface of the door frame, and a generally planar base extending generally orthogonally with respect to the flange and securable to the floor adjacent the door frame. The base comprises a central portion comprising an inner end adjacent the flange and an opposed outer end defining an outer edge. At least a first tab extends outwardly from the outer end of the central portion and beyond the outer edge.

Abstract: A lockdown device for a display case includes a platform configured to couple the lockdown device to a surface, and a lockdown bracket coupled to the platform and configured to attach to the display case. The lockdown bracket includes a first connecting portion having a substantially horizontal plate coupled to the platform, and a second receiving portion. The second receiving portion includes a substantially vertical plate, a first side plate having a first set of slots, the first side plate coupled to the vertical plate and forming a non-right angle with the vertical plate. The second receiving portion also includes a second side plate having a second set of slots, the second side plate coupled to the vertical plate and forming a non-right angle with the vertical plate. Both sets of slots are configured to attach to the display case, and the side plates are configured to reduce the movement of the lockdown bracket relative to the display case.

Abstract: The invention relates to an L-shaped fitting obtained after molding a composite material, including two portions defining an angle therebetween and having holes formed therein for connecting the two portions using an attachment device, and having side reinforcements in the form of brackets. At least one portion has a concave curved profile on the inner side of the fitting, and the hole(s), formed in the portion having a concave curved profile on the inner side are each formed along an axis radial to the curvature.

Abstract: A high-strength disengagement prevention pintle veneer tie and anchoring system employing the same is disclosed. The high-strength veneer tie utilizes modified compressed wire formatives formed from a wire formative construct that is cold-worked, with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The veneer tie hereof, when part of the anchoring system, interengages with wall anchor and is dimensioned to preclude veneer tie movement and pullout through the use of the U-shaped securement portions. The veneer tie is installed within the wall anchor through a swinging motion, in either an over and through or under and through the anchor installation, fully securing the veneer tie within the anchor and providing flexibility during installation.

Abstract: A hurricane tie fastener and method are provided for securing a truss to a wall structural member. The fastener includes upper and lower vertical perpendicular plates with respective nail-receiving through holes formed therein. A horizontal arm extends from adjacent the bottom of the upper plate away from the lower plate. A leg extends upwardly from the arm. A truss-receiving space is formed between the upper plate and leg having a top entrance opening for receiving the bottom of the truss when the fastener is moved upwardly relative to the truss. The fastener is self-supporting on the truss to make the nailing of the fastener to the truss and wall member easier and safer.

Abstract: A high-strength disengagement prevention pintle veneer tie and anchoring system employing the same is disclosed. The high-strength veneer tie utilizes modified compressed wire formatives formed from a wire formative construct that is cold-worked, with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The veneer tie hereof, when part of the anchoring system, interengages with wall anchor and is dimensioned to preclude veneer tie movement and pullout through the use of the U-shaped securement portions. The veneer tie is installed within the wall anchor through a swinging motion, in either an over and through or under and through the anchor installation, fully securing the veneer tie within the anchor and providing flexibility during installation.

Abstract: An anchoring system for cavity walls is disclosed and includes a wall anchor and a high-strength partially compressed veneer tie. The anchor preserves the insulation integrity by sealing the insertion points in the inner wythe. The veneer tie utilizes ribbon cavity portions that are cold-worked and vertically compressed, with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The veneer tie, when part of the anchoring system, interengages with the wall anchor and is dimensioned to preclude significant veneer tie movement, preclude pullout and shed moisture and mortar within the cavity.

Abstract: A reinforcement bar fastener and a tool for securing reinforcement bar members to together to form a metal mesh and a reinforcement bar tool for deforming the reinforcement bar fastener around the reinforcement bar members.

Abstract: A high-strength pullout resistant pintle and anchoring system employing the same is disclosed. The modified veneer tie utilizes ribbon pintles formed from a wire formative construct that is cold-worked with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The ribbon pintles hereof, when part of the anchoring system, interengage with receptor portions of a wall anchor and are dimensioned to preclude significant lateral, vertical and horizontal movement.

Abstract: A connector system for a composite wall, the composite wall comprising a back-up wall and a veneer spaced apart from the back-up wall, the connector system comprising a backup wall connector and a spacer mountable on the backup wall connector. The backup wall connector comprising an inner anchoring end and an outer coupling end spaced from the inner anchoring end, the outer coupling end comprising a vertically extending slot. The spacer defines a plurality of vertically fixed positions in which a wall tie is selectively fixedly receivable.

Abstract: The present invention is directed to accessories which are attached to the support grid members of a grid framework system. The accessories insulate electrified conductors attached to the support grid members from other conductive items located proximate thereto, a management device for cables and wires, and a retention device for fixedly attaching a component to the grid framework system.

Abstract: A device for use in the fastening of a panel or cladding to a wall is disclosed. The device includes a base plate, a panel connecting plate, and a connecting assembly that connects the panel connecting plate to the base plate and that is constructed and arranged so as to provide minimal thermal bridging between the base plate and the panel connecting plate through an insulation layer that covers the base plate and the wall while simultaneously providing structural integrity for attaching the panel or cladding to the wall.

Abstract: A hanger bracket for mounting a skewed beam at a junction of two adjacent beams includes a supporting section configured to support the skewed beam. Fixing flanges are substantially perpendicular to the supporting section and are configured for attaching the bracket to the adjacent beams. The fixing flanges lie in different planes to each other. Reinforcing faces are located between the supporting section and each of the fixing flanges. The reinforcing faces are inclined relative to the supporting section and fixing flanges. The hanger bracket includes holes in the supporting section or reinforcing faces configured to secure the skewed beam to the hanger bracket.

Abstract: A gusset connection that allows greater relative movement between connected structural members and simplifies erection in the field. The gusset connection can be a first gusset portion moveably or fixedly connected to a vertical column and a second gusset connection moveably or fixedly connected to a horizontal beam. A diagonal brace is moveably or fixedly connected to the gusset connection. The first and second gusset portions are not directly connected to each other to allow relative movement between the column, beam, and diagonal brace.

Abstract: A thermal clip attachment apparatus and methods for using the thermal clip attachment with a masonry veneer anchor system are disclosed. The thermal clip attachment may be a composite piece that attaches to the part of a stud that protrudes from an inner structural supportive wall after the stud is advanced into the wall. The thermal clip attachment serves as a thermal break between the stud and an outer masonry veneer wall. Further, the thermal clip attachment also serves as an attachment point for a wire tie, which allows a positive lateral load connection to be established between the outer masonry veneer wall and the inner structural supportive wall.

Abstract: A high-strength low profile partially compressed pintle veneer tie and anchoring system employing the same is disclosed. The high-strength pintle anchoring system employs a partially compressively reduced veneer tie that is cold-worked with the resultant body partially having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The partially compressively reduced veneer tie, when part of the anchoring system, interengages with the receptor portions of a wall anchor and is dimensioned to preclude significant veneer tie movement. The insertion portion of the veneer tie is compressed and patterned to ensure a secure hold within the bed joint.

Abstract: A door hanger (140) is disclosed for use in installation of a door assembly (100). The door hanger (140) includes a jamb arm (142) with a triangular shaped edge (144), and proximate shorter edges (145) formed inwardly from the triangular shaped edge (144) and perpendicular to each other. A pair of opposing faces (143) are formed by the triangular shaped edge (144) and the proximate edges (145), and a central hole (146) is located substantially in the center of the opposing faces (143). An alignment flange (150) is perpendicular to the jamb arm (142) and includes a distal arcuate edge (152). The arcuate edge (152) has a configuration substantially conforming to the legs of a triangle. Formed inwardly from the distal arcuate edge (152) are a pair of opposing sides (154), with sets of alignment notches (156) formed on the opposing sides (154).