Abstract: Provided is a ventilation member suitable for ensuring the ventilation of a ventilation layer provided on the back side of a wall material. A ventilation member X according to the present invention is a ventilation member that can be attached to a wall material, and includes a fixed plate portion 10, a top plate portion 20, a partition plate portion 30, a bottom plate portion 40, a front plate portion 50, and a first baffle plate portion 61. The fixed plate portion 10 has a first surface that abuts against a building framework, and a second surface on a side opposite to the first surface, and includes a first end portion 13 located on one side in a state in which the ventilation member X is attached to the wall material, and a second end portion 14 located on another side. The top plate portion 20 extends from the first end portion 13 of the fixed plate portion 10 on the second surface side.

Abstract: A control structure comprising a pivotably based rocker frame assembly integral with rotary yield units able to produce a constant resistive yield force through high elasto-plastic displacements and high ductilities. Located within and distributed about the rotary yield units are flexural yield plates with particular boundary conditions enabling them to elasto-plastically flex to high cycling elasto-plastic displacements and high displacement and curvature ductilities, while maintaining a constant resistive yield force.

Abstract: A member to structural member connector, having a strap assembly with first and second lateral sides, and a top side; and a fastening assembly, wherein the strap assembly secures at least one member to a fixed structure, wherein the strap assembly wraps over the at least one member and the first and second lateral sides are fixed to the fixed structure by the fastening assembly. The first lateral side has a first top edge and a first bottom end. The second lateral side has a second top edge and a second bottom end. The first lateral side has a first hole that is a first predetermined distance from the first bottom end. The second lateral side has a second hole that is a second predetermined distance from the second bottom end. The top side is in between the first and second top edges.

Abstract: An anchor rod support comprises a support having a floor and legs extending downwardly from the floor with openings between the legs; and the support including threads for attaching thereto an anchor rod.

Abstract: The present invention relates to a device and a method associated with the device. With respect to the device, it is a structural connector for fastening structural components in insulated concrete formwork (ICF). The structural connector consists of a double threaded cylinder bolt assembly that aligns through openings in the ICF wall. One end of the cylinder bolt assembly embeds into the cavity of the ICF wall where openings in the cylinder bolt assembly receive concrete and reinforcement bars. The other end of the cylinder bolt assembly is threaded to receive a double threaded washer head bolt. The cylinder bolt assembly is used to mount ledger boards, floor joist hangers and roof truss connectors to the ICF wall, locking them together acting as one unit in withstanding bending and uplift loads imposed by large forces such as floor and roof truss systems.

Abstract: A control structure device for racks or buildings. The device is able to limit forces developed within itself or a structure (e.g. building or storage rack) it connects with and is seismically supportive of as it endures ground or base motion input from a seismic event. The control structure may comprise a relatively inflexible rocker frame which is pivotably connected to a foundation. Rotation of the rocker frame causes a flexural member to flexurally displace to limit force and energy in the system.

Abstract: Decking hangers (e.g., strut hangers, flexible hangers, combinations thereof, or the like) are utilized along with keys (e.g., continuous keys, discontinuous keys, combination thereof, or the like) to hang decking components from structural decking (e.g., fluted steel structural decking, or the like). The decking hangers may be rigid and/or flexible, and include an adjustment that allows one end of the hanger to move with respect to another end. The keys may be continuous and run longitudinally parallel with the direction of the webs of the flutes of the decking. Alternatively, the keys may be discontinuous having a continuous side (e.g., continuous perimeter), or multiple sides, that enclose a corresponding connector at an end of a hanger. The keys provide different locations for installing the hangers and/or providing multiple (e.g., two or more) points of connection on at least one end of a single hanger.

Abstract: A blockout apparatus, for use in creating passageways through prefabricated concrete structural members, has at least one hanger members integrally molded with the blockout apparatus as a dome projecting above the body of the blockout member that can be used to support conduits inserted through the passageway. A wedge nut can be inserted into the hanger members and twisted to lock the wedge nut in place. The wedge nut can be installed before the blockout apparatus is positioned within the concrete form for the manufacture of the prefabricated concrete structural member, or after the concrete structural member has been formed. Typical usage of the blockout apparatus is to create passageways through the T-Beam of Double-T panels so that conduits can pass through the void corresponding to the blockout apparatus. Mounting devices that support the conduits can be engaged with the wedge nut and provide support for one or multiple conduits.

Abstract: A mounting device or bracket for paneled building surfaces is disclosed. The mounting bracket includes an upper wall in the form of a flat surface for supporting various types of attachments. An elongated mounting slot extends through the upper wall, and the mounting bracket includes an elongated nut receptacle that is positioned below this elongated mounting slot. With an attachment being positioned on the upper wall, an attachment fastener may be directed through the attachment, then through the elongated mounting slot, and then may be threadably engaged with a nut that is positioned within and movable along the nut receptacle in its elongated dimension. The elongated configuration of the mounting slot and nut receptacle provides adjustability for the position of the attachment fastener relative to the mounting bracket, including after the mounting bracket has already been installed on the building surface.

Abstract: A buckling resistant spring clad bar (BRSCB) assembly is described. The BRSCB assembly includes a plurality of bars arranged to form a perimeter, each of the plurality of bars having a top end and a bottom end. A plurality of springs are provided, wherein at least one of the plurality of springs is wrapped around each of the plurality of bars. A diameter of the at least one of the plurality of spring is greater than a diameter of the each of the plurality of bars. The at least one of the plurality of springs is wrapped around each of the plurality of bars in close contact to provide buckling resistance against a load applied over each of the plurality of bars.

Abstract: A suspended ceiling system for a building structure includes a plurality of parallel struts for supporting a plurality of parallel vanes suspended from the struts in perpendicular relationship thereto. The vanes can be suspended in downwardly spaced relationship to the struts or in contiguous relationship therewith and occur in different forms including illuminated vanes, adjustable vanes and the like.

Abstract: Provided herein are connectors for use in assembling reinforced concrete structures, as well as methods of assembly using the connectors. In one embodiment, the connectors and methods provide for secure and easy connection to the butt end of any rebar rod, as well as attachment of an opposite end to another metal structure. For example, a butt portion of a connector slides over the butt portion of a rebar rod, and can include one or more sidewall openings to allow welding onto rebar that is enclosed within the butt portion of the connector. The opposite second end can include a faceplate for attaching a weld plate, thus permitting a series of connections using connectors and weld plates, among other things. The connectors provide selected properties that differ from the rebar, welds, and weld plates, such as stretch, yield strength, ultimate strength, and transfer of stress and vibration, among other things.

Abstract: An anchor bolt fastener assembly with specialized connection capabilities and features for attaching building components to concrete slabs, walls, ceilings, and/or structural surfaces. Compression force can be established and maintained over time using a compression washer in combination with a specialized fastener stud that is designed to exploit the compression washer benefits. Methods of using exemplary embodiments include installing the anchor bolt fastener assembly relatively flush with the surface of the concrete slurry by direct insertion in the slurry using a specialized threaded anchor bolt float. Once the slurry hardens, the anchor bolt and anchor bolt float embedded in the concrete slurry cooperate with the specialized fastener stud to secure the building component to the concrete.

Abstract: Concrete coupling assembly comprises a base holder for being attached to a concrete forming surface, the base holder including a central opening; a coupler having one end disposed within the central opening, the coupler having an axis for being positioned substantially transverse to the forming surface, the coupler having first and second threaded bores through the one end for attachment of a threaded rod; and a separate anchor body threadedly attached to another end of the coupler.

Abstract: A holder for supporting a threaded rod for being embedded in concrete, comprising a central portion including a first opening for receiving an end portion of a threaded rod; a ring portion; arm portions connecting the central portion to the ring portion, the arm portions including respective base portions; leg portions attached to the ring portion; and the central portion extending above and below the base portions.

Abstract: An improved anchor for provision within a concrete panel or other structural member is provided. The anchor is operable to connect a wall panel or similar concrete to a footer member or other structural component. The anchor assembly comprises a void and a removable portion that allows for a portion of the anchor assembly to be pivoted from a first position to a second position, wherein the first position comprises a stowed position within the wall and the second position comprises a position operable to securing or connecting structural members.

Abstract: An anchor for being embedded in concrete for attachment to a fastener to support a load comprises a plug having a main body portion extending upwardly from a base portion, the plug for being attached to a form board prior to pouring of concrete, the plug having an end portion disposed a distance from the form board; and an anchor body attached to the end portion. The plug is separable from the anchor body and removable from the concrete after the concrete is cured, leaving the anchor body embedded in the concrete, the plug providing a void in the concrete after removal to provide an access opening for a threaded portion of a fastener to attach to the anchor body.

Abstract: A base member for cooperating with a support member and at least one fixing member to form an anchor assembly mountable to a form board on which wet concrete may be poured during formation of a concrete substrate. The base member includes: a mounting portion for positioning the anchor assembly on the form board prior to inserting the fixing members into the form board; an aperture having first and second generally opposed ends, the first end being open to facilitate insertion of the support member into the aperture; and a barrier reconfigurable in use from a first configuration, in which the barrier restricts ingress of wet concrete into contact with the support member via the second end of the aperture, to a second configuration in which the barrier allows an object to extend via the second end of the aperture into contact with the support member.

Abstract: A submersible pump system including a pump base with a rail mounting point, a submersible pump configured to mate with to the pump base and to glide along a guide rail mounted to the rail mounting point, and a guide rail, made from one or more connected guide rail sections, defining a polygon shape and including a slot that extends between top and bottom ends of the guide rail. Brackets for connecting the guide rail to a vault may be attached to the slot of the rail. Additional mounting brackets or accessories may also be attached to the slot. The pump glides along the rail from the top of the vault to the bottom of the vault and automatically mates with the pump base.

Abstract: The present invention relates to a buckling resistant spring clad bar (BRSCB) to improve lateral confinement of compression system uniformly so as to enable it to (a). applied loads withstand both compression and tension (b). ability to withstand much higher axial compression loads (c). significant improvement in post-elastic behavior due to enhanced ductility without strength degradation. The BRSCB comprises a plurality of bar, a plurality of one-way spring in an embodiment, a plurality of grips, and a plurality of peripheral ties. The system further comprises a plurality of opposing spring in another embodiment. In the opposing spring, one of the springs is wrapped in a clockwise direction and another one in an anticlockwise direction. Both the ends of the bar are covered with the end grip to hold the assembly firmly and to avoid end slippage of the one-way/opposing spring. The multiple bars wrapped with the spring are connected together with the peripheral ties to form desired cage assembly.

Abstract: A base member for cooperating with a support member and at least one fixing member to form an anchor assembly mountable to a form board on which wet concrete may be poured during formation of a concrete substrate. The base member includes: a mounting portion for positioning the anchor assembly on the form board prior to inserting the fixing members into the form board; an aperture having first and second generally opposed ends, the first end being open to facilitate insertion of the support member into the aperture; and a barrier reconfigurable in use from a first configuration, in which the barrier restricts ingress of wet concrete into contact with the support member via the second end of the aperture, to a second configuration in which the barrier allows an object to extend via the second end of the aperture into contact with the support member.

Abstract: A weldment that is embedded in a precast concrete building member that is used to join the concrete building member to other concrete building members. The weldment has a top plate, side plate, and outstanding top and bottom legs. The surface of the top plate and side plate are not embedded in the precast concrete building member. The legs are integrally formed with the top plate and side plate. The top plate and side plate present weldable surfaces to join by welding the precast concrete building member to another building member.

Abstract: An anchor particularly adapted to be embedded into a concrete construction for suspension of a ceiling panel, duct or the like, includes a base which receives inserts that have an axial threaded bore. The base is open at its lower end and can receive a threaded rod by virtue of ratcheting inserts received within the base. The inserts and base are particularly shaped to prevent jam and ease of insertion of the rod in the anchor. The anchor also has a head flange that sits above a plurality of fasteners secured to the anchor which is used to simultaneously drive the fasteners into a form for the concrete member. The fasteners are connected to the anchor extending in generally parallel and spaced relation to the anchor. The fasteners can be held by a support or sleeve-like holder which surrounds at least a portion of the base of the anchor or they can be attached to the base of the anchor. The fasteners project downwardly through the bottom of the anchor for driving into the form board.

Abstract: Roof brackets for attaching a structure such as a patio cover to a building, and methods for installing the brackets. The brackets have a saddle for receiving a support beam of the structure. The brackets can be attached to the building roof, but do not penetrate the roof substrate, thus preventing leakage and other structural problems. The roof brackets comprise a plate that is installed between the roof substrate and the shingles or tile on the roof. The brackets are available in different configurations depending on the roof pitch for easy installation. One roof bracket has a riser so that the saddle is lifted above the roof. Another roof bracket is configured so that when installed the saddle is located beyond the edge of the roof. Other brackets can be attached to the rafters under the roof. These also come in different configurations depending on roof pitch, and they are configured to extend below and outward from the fascia.

Abstract: An apparatus for mounting construction or masonry materials to a concrete cast including an anchor. The anchor includes angled walls at the base and sidewalls terminating at an angled flange. The flange defines a gap for inserting one or more fasteners for mounting the concrete cast to another structural element with the fastener. The angled walls and flanges provide for increased load capabilities for the anchor as well as reduced bending, cracking, and shearing.

Abstract: An anchor assembly for anchoring casing or other pipe against axial upward movement while permitting rotation of the casing or other pipe. An inner mandrel member has a central bore and a flange member extending around the outer circumference of the mandrel. A friction reducing ring member is located on an upper surface of the flange member, while layered friction reducing sleeve members are positioned around the outer surface of the mandrel member. An anchor sleeve member is concentrically and rotatably positioned around the outer surface of the outermost friction reducing sleeve member. Connection flanges, each having at least one bore for attachment to a shackle or other connecting device, extend laterally from the outer periphery of the anchor sleeve member and allow for anchoring of the assembly (and any attached casing or other pipe) to a rig or other structural support member.

Abstract: A guardrail system (20) and method comprises utilizing at least one through-hole (577) of a poured concrete wall (520) of a structure (500) to affix a stanchion (22, 122, 222) to the wall inside a bay (530) of the structure. The stanchion allows for a guardrail (30) or a gate to be conveniently and securely positioned within the bay (530) without damage to the structure and without covering an edge (515, 525) of the structure (500). A fastener (24) inserts through the through-hole (577) which is a pre-existing tie-hole (576) resulting from formation of the wall (520). In one optional aspect a guardrail stanchion (222) includes a base segment (50) having at least two slots (26) for receiving fasteners (24) which insert through two tie-holes (576) of the wall (520), and at least one side segment (52) having at least one adjustment port (56), the side segment (52) extending generally perpendicular to the base segment (50).

Abstract: A dowel supporting device that includes a substantially hollow tube having a top end and a bottom end. An opening may be formed at the top end and a base may be formed at the bottom end. The base of the dowel supporting device may be fastened to a concrete deck. Concrete may be poured into the concrete deck. When dowels are ready to be used, the dowels may be inserted and secured to the dowel supporting device.

Abstract: A holder for a concrete anchor to be embedded in concrete, comprises base portion; a first sleeve portion vertically disposed above the base portion; post portions including vertical openings, the post portions including respective top edges for providing a shoulder to engage the nail heads when the nails are installed in the vertical openings. A concrete anchor assembly for being embedded in concrete, the assembly including the holder; and an anchor body held by the holder, the anchor body including a rod portion and a head portion.

Abstract: An anchoring assembly for anchoring a liner of a cured lining material arranged to be applied in liquid form to a metal object provided with the anchoring assembly, the anchoring assembly comprising an elongated mounting pin, which elongated mounting pin is arranged to be mounted, at a first end, to the metal object, and a plurality of spaced anchor fins, wherein the plurality of spaced anchors fins are connected to the elongated mounting pin at a second end and extend radially outwardly with respect to the elongated mounting pin.

Abstract: A method of building a foundation, a foundation element (2), and a foundation for an antenna mast of a wireless communication system are provided. The foundation comprises at least three foundation elements (2). Each foundation element (2) comprises an elongated body (4). The elongated body (4) comprising a first end (6). At least one bar (16) extends from the elongated body (4) at the first end (6). An attachment arrangement (18) for the antenna mast is provided on the foundation element (2). The at least three foundation elements (2) are arranged to extend substantially symmetrically from a central portion (24) of the foundation (30). A central concrete portion is cast in the central portion (24) of the foundation (30) to join the at least one bar (16) of each of the three foundation elements (2).

Abstract: A holder for a concrete anchor comprises a body including a base portion for attachment to a concrete forming surface. The body includes a projection portion extending vertically from the base portion. A coupling is attached to the projection portion at one end of the coupling. The opposite end of the coupling is for threading into an anchor body.

Abstract: A dovetail anchoring system for cavity walls is disclosed and includes a sheetmetal dovetail anchor and one-piece sheetmetal dovetail veneer tie. The anchoring system is used in conjunction with building structures that have a masonry outer wythe anchored to a poured masonry inner wythe. A thermally-isolating coating is optionally applied to the high-strength veneer tie, which is interconnected with the wall anchor. The thermally-isolating coating is selected from a distinct grouping of materials, that are applied using a specific variety of methods, in one or more layers and cured and cross-linked to provide high-strength adhesion. The thermally-coated veneer ties provide an in-cavity thermal break that severs the thermal threads running throughout the cavity wall structure, reducing the U- and K-values of the anchoring system by thermally-isolating the metal components.

Abstract: An elongated clip for hard clapboard style siding such as fiber cement, composite wood, fiberglass, plastic, oriented strand board or other materials. The clip includes rainscreen and standoff features for proper placement from a support wall structure. In addition, the clip includes a support feature for the installation and proper alignment of an upper course of siding.

Abstract: A concrete anchor and a method of using such an anchor is disclosed where the anchor comprises a tube having a mounting flange and a retention feature. The tube is encased in concrete and a bar is subsequently secured within the tube such that an exposed end of the bar can be encased in a subsequent concrete formation. In one embodiment a plurality of concrete anchors are secured together by one or more rails forming a set.

Abstract: Bracket for holding a pipe in position during the pouring of a concrete foundation and thereafter serving as a nail shield for the pipe and/or as a structural tie or strap in constructing a wall on the foundation. The bracket has an upright base engagable with an inner face of a form board, and first and second flanges extending in opposite directions from the base for engagement with an upper edge of the form board and with the pipe, with the first flange being bendably attached to the base in a manner permitting it to be bent from a horizontal position perpendicular to the pipe to an upright, shielding position parallel to the pipe. The bracket is attached to the form board with the first flange in its horizontal position on top of the board, and the pipe is attached to the second flange, with a portion of the pipe extending above the form board. Concrete is poured to the top of the form board and allowed to set.

Abstract: A light-conducting component, in particular finished concrete part in the form of a masonry brick, for constructions and buildings. The component is produced in a casting mold by casting into at least one casting building material and the optical waveguide is made of a light-conducting building material, e.g. PMMA polymer or glass, which is accessible at at least two positions on the outer surface of the light-conducting component for the input of light and output of light. The optical waveguide is configured as a self-supporting 2D or 3D lattice body composed of rods having a thickness/diameter of greater than 1 mm. The self-supporting 2D or 3D lattice body has approximately the same or an only slightly smaller width (W), or length (L), or base dimensions (W, L), or total external dimensions (W, L, H) than the casting mold itself.

Abstract: A civil engineering work (1) comprising a front face (9), a facing (3) having a back surface (32) and a front surface (31) that is substantially the same as said front face (9) of the work, a fluid-tight covering (4) on the back surface, a fill (2) arranged behind said fluid-tight covering (4), and an anchoring device (6) ensuring a mechanical linkage between the facing (3) and the fill (2), with said facing (3) comprising a cavity (5) inside of which a portion of the fluid-tight covering (4) is arranged to form a recessed space into which is inserted an anchoring element (16) that is a part of said anchoring device (6), and a method for implementing such a work.

Abstract: A decorative wall system comprises a supporting wall, a thin brick element with a mortise formed therein, and a dovetail tenon clip with fastening means for insertion and retention in the mortise, whereby the brick element is attached to the supporting wall. The dovetail tenon clip has a quadrilateral cross sectional shape, which is open on one side and structurally reinforced at the vertices.

Abstract: A mounting base is formed from a metal foundation, height adjustment bolts for adjusting the height dimension of the foundation, support bolts inserted into support bolt insertion holes, a metal cover installed on the foundation, and mortar filling the space between the foundation and the upper surface of a concrete slab. In the base, the first fixed ends of the bolts are inserted into insertion holes formed in a metal plate and are fixed to the metal plate with nuts, and the second fixed ends of the bolts are fixed to a steel beam with nuts. The portion of the first fixed ends of the bolts which extends between the metal plate and the top surface of the concrete floor is integrated with the mortar filling the space, and the metal cover covers the opening at the top of a metal tube of the foundation.

Abstract: An anchor for attaching a structure to a concrete structure, comprises an anchor rod having a lower threaded portion for being embedded in a concrete structure and an upper portion for extending outside the concrete structure; an anchor body including a first threaded central opening for threadedly receiving one end portion of the lower threaded portion; and a support including a floor. The support includes a second central threaded opening through the floor portion for threadedly receiving another end portion of the lower portion.

Abstract: An anchoring assembly for anchoring a liner of a cured lining material arranged to be applied in liquid form to a metal object provided with the anchoring assembly, the anchoring assembly comprising an elongated mounting pin, which elongated mounting pin is arranged to be mounted, at a first end, to the metal object, and a plurality of spaced anchor fins, wherein the plurality of spaced anchors fins are connected to the elongated mounting pin at a second end and extend radially outwardly with respect to the elongated mounting pin.

Abstract: A decorative wall system comprises a supporting wall, a thin brick element with a mortice formed therein and a dovetail tenon clip with fastening means for insertion and retention in the mortice whereby the brick element is attached to the supporting wall. The dovetail tenon clip has a longitudinal space to enable the sidewalls to be pressed inwardly to collapse the space.

Abstract: The present invention relates to a structure for constructing a building including girders and beams which are horizontally and vertically coupled to one another about a column. The structure includes: a gusset plate welded to a side portion of a first girder in a direction crossing a length direction of the first girder for supporting at least one first angle connection for supporting a slab and adjusting a frame assembly position; and a first coupling member including a first bolt and a first nut for coupling the first angle connection to the gusset plate. The first nut is embedded in concrete constituting a core wall or a slab, such that the first angle connection is removable from the gusset plate after concrete is cured in a region corresponding to the first girder.

Abstract: A ferrule (10) that is intended to be cast into a concrete element, such as a concrete panel. Engaged with the ferrule (10) is a washer assembly (22) that secures a plate (19) to the concrete element (16) for the purposes of securing the concrete element (16) to an adjacent concrete element (17). The washer assembly (22) has a threaded fastener (21) that can be adjusted angularly for engagement with the ferrule (10).

Abstract: An insulated concrete form having spaced sidewalls joined by form ties to define a first interior cavity therebetween for receiving poured concrete, the form ties including interior fastening plates positioned in between the spaced sidewalls. The interior fastening plates provide a backing surface to which forming structures can be easily and efficiently secured to define a second interior cavity in between the forming structure and one of the sidewalls, the second interior cavity having thickness less than the first interior cavity so as to define a form for making a recess in the resulting concrete portion of the wall.

Abstract: A method for the installation of a lifting loop in a fresh hollow core slab, said hollow core slab having its top surface broken for an opening substantially in line with a neck between the cavities, and said method comprises placing in the obtained opening a lifting loop-forming part set to bear against the hollow core slab's pre-stressing strands, the lifting loop-forming part's end sections being placed under the hollow core slab's pre-stressing strands by providing either a permanent or temporary deformation in the lifting loop-forming part. The invention relates also to an apparatus for implementing such a method, as well as to a lifting loop-forming part compatible with the method.

Abstract: There are provided a plate welding-type anchor channel that is buried when concrete is poured at the time of constructing a building to fix various external installations to a concrete structure later, and a method for the same. The anchor channel includes a stem plate (40) and an anchor head plate (50) that are coupled to be fixed, and can further improved anchorage performance as compared to the related art and to easily produce products of various standards. As a configuration of the plate welding-type anchor channel, a lower end (42) of the stem plate (40) of an anchor (30) is coupled to a top surface (24) of a channel (20) through welding to have a length (L1) in a direction perpendicular to the top surface (24) of the channel (20). Further, the anchor head plate (50) has a predetermined length (L2) and width (w2), and an upper end (44) of the stem plate (40) is coupled to a bottom surface (52) through welding to be perpendicular to a length (L1) direction of the stem plate (40).

Abstract: Thermally-isolating wall anchors and anchoring systems employing the same are disclosed. A thermally-isolating coating is applied to the wall anchor, which is interconnected with a wire formative veneer tie. The thermally-isolating coating is selected from a distinct grouping of materials, that are applied using a specific variety of methods, in one or more layers and cured and cross-linked to provide high-strength adhesion. The thermally-coated wall anchors provide an in-cavity thermal break that severs the thermal threads running throughout the cavity wall structure, reducing the U- and K-values of the anchoring system by thermally-isolating the metal components.

Abstract: A device for use with formwork in concrete construction. The device comprising: a body having a bore for defining a first aperture; one or more sidewalls coupled to the body, the sidewalls extending upwardly outwardly with respect to the body; wherein, when the body is releasably coupled to the formwork, the bore is adapted to receive a formwork coupling element. The device can be incorporated into concrete structures within building.