Abstract: A reinforced concrete component with at least one upper and at least one lower longitudinal reinforcement layer, and one transverse force reinforcement, wherein the latter is passed above an uppermost and a lowermost longitudinal reinforcement in its extension. The transverse force reinforcement is formed by at least 20 trapezoidal or triangular sheet metal components made from structural steel. Each sheet metal component has at its two ends one splay/chamfer. The chamfer is passed to the uppermost or lowermost longitudinal reinforcement, respectively.

Abstract: A prefabricated concrete wall panel may include a concrete top beam, a concrete bottom beam, studs interposed between the top and bottom beams and a concrete exterior interposed between the top and bottom beams. Water-impervious protective end caps may be placed on ends of the studs to preclude contact between the studs and the concrete of the beams.

Abstract: A reinforcing assembly to address this problem comprises a plurality of diagonal working members (preferably formed of #3 rebar) each of which is “ribbed” to provide increased surface area for bonding to the concrete, and each of which is attached to a horizontal runner independently such that the diagonal working members are variably spaced along the assembly. Relative to the horizontal runner, each diagonal member is “bent” at a given angle, preferably in the range of 45° plus or minus 25°. The reinforcing assembly is designed for use to provide punching shear reinforcement in a reinforced concrete structure such as, without limitation, a slab (in which the assembly is supported) located adjacent a structural column. The top of each diagonal member in the reinforcing assembly preferably comprises a double hook that is configured to fit within reinforcing bars that run along the top of the slab.

Abstract: A reinforcing assembly includes multiple spaced-apart, longitudinally-extending support bars. The reinforcing assembly also includes multiple working members each independently connected to the support bars. The working members are oriented diagonally with respect to a longitudinal axis extending along the reinforcing assembly.

Abstract: A simplified insulating concrete form building system comprised of forms made from wood chips or other organic fibers, embedded in a Portland cement matrix, molded and trimmed into various shapes and sizes. The forms are held in position within the wall by means of unique, simplified form geometry and an internal fastening clip which combine to improve alignment and stability of the wall prior to filling the forms with concrete. The simplified geometry reduces worker error in orienting the form correctly within the wall thereby reducing handling and corresponding fatigue. The form's smooth faces provide more compact palletized shipments of forms, thereby reducing cost and damage in shipment. Concrete reinforcement bars are held within forms using a system of reinforcement bar holders which enables the precise positioning of the reinforcement within the wall, thereby increasing speed and accuracy of construction as well as structural performance of the wall assembly.

Abstract: Improved grips for retaining plural concrete reinforcing bars in a selected association are disclosed. The grips include a base portion and a retention portion including engageable structures establishing first and second spaced opposing pairs of clamping formations. Each of the plural reinforcing bars in the association is positively gripped along a length thereof between the clamping formations. Grip embodiments for parallel and right angle reinforcing bar associations are disclosed.

Abstract: The possibility of special lightening, insulating and reinforcing intermediate floor constructions enables fast building of semi-prefibraceted and prefabricated floor with complete insulation, bearing capacity and smaller price. Floor elements and are constructed to that already present steel space trusses can be placed in their channels, so that are hastened the building of intermediate floor constructions and makes them cheaper, too. They are minimum shorting at the ends and at the middle of beams, so the works below can be proceeding and the required working time is shorter. The intermediate floor construction is already insulating, so they are no need for insulating, which makes the construction cheaper and the required working time shorter. The plates are enabling the increase of the height of the floor constructions, by tying two beams in the construction. Usage of distance elements and protects the reinforcement in floor construction, so they are no need for corrosion protection.

Abstract: A system of attaching and aligning both parallel and transverse bars for supporting a concrete matrix includes a plurality of substantially identical molded plastic clips for alternatively attaching and holding two parallel reinforcing bars of equal diameter or two transverse reinforcing bars of equal diameter.

Abstract: Lightweight trays are fabricated containing a multitude of cavities in shapes for molding dobies for supporting concrete reinforcing, such as rebar. The trays are sized to fit boxes of a convenient size and weight. The trays are also designed in a way that when placed into the box they make a seal between the tray edges and the inside wall of the box. This seal allows the cavities in the tray to be filled with grout without spilling into a lower tray. The trays are also designed so that when placed into the box and turned, alternating 180° to each other, the lower tray provides support to the upper tray. The boxes are sealed and the dobies are allowed to cure inside the box. The size and arrangement of trays and boxes is designed to fit uniformly on a standard pallet for convenient handling, storage, and shipping.

Abstract: A chair and system for securing, supporting, and connecting cable, having troughs supported on support members for receiving cables. The troughs can each have locks for closing the troughs and securing the cables in place.

Abstract: A positioner to secure a conduit guide in a cement pouring form for forming a concrete structural member. The positioner includes a body having a surface portion configured and positioned to support a corresponding surface portion of the conduit guide in the form. A first ferromagnetic member is associated with the body. The body selectably secures the conduit guide in the form without requiring a fastener.

Abstract: A reinforcing and spacing device is described for use in a masonry wall structure of successive courses of brick, block, stone or other similar masonry material. The reinforcing spacer device includes parallel side rods with interconnecting intermediate rods and spacing nodes disposed on the side rods and the intermediate rods. The embedment of the reinforcing spacer device in the horizontal and vertical mortar joints of a masonry wall structure provides simultaneous reinforcement of the horizontal mortar joint and uniform spacing of the brick, block, stone or other similar masonry material. The reinforcing spacer device is a labor-saving, combination device that is economical to manufacture and allows for proper positioning and strengthening of a masonry wall structure.

Abstract: A device that attaches to the rebar used to manufacture a concrete item and is left in place as the wet concrete is placed within the form for the concrete item and allowed to cure. The device is a hollow, walled, generally cup- or half disc-shaped structure having an outer forming wall and a hollow interior. The device may be a unitary or two part construction having an upper section, a lower section, upper rebar braces, lower rebar braces, and anchor holes. Anchor holes extend through the anchor recess former providing for a passage from the hollow interior to the outside. Upon the curing of the concrete, the present invention becomes an integral part of the concrete item, creating a uniform recess and exposing an anchor that can be used to lift the concrete item.

Abstract: A mesh spacer has vertical members extending outward with an X-shaped cross-section and horizontal dimensions that allow insertion of the spacer into an opening in a lower layer of reinforcing mesh in a first orientation. Notches in the lateral edges of the vertical members engage the reinforcing strands of the lower layer of mesh in a second rotational orientation of the spacer. An upper layer of mesh can be placed on the top surfaces of the vertical members and secured with ties that pass through openings in the vertical members.

Abstract: A reinforcement bar positioning device may comprise an elongated main member having a longitudinal axis, with the main member defining a pair of apertures spaced from each other along the longitudinal axis. The positioning device may also comprise at least one securing member mounted on the main member and configured to secure a reinforcement bar in one of the apertures of the main member.

Abstract: The slab edge forming and insulating system includes edge members and support braces. The edge members include an elongated shell having an upright portion with an insulated inside surface, an upper portion and a lower portion. Each of the upper and lower portions have formed edges. Open cross sectioned support braces having upper and lower formed edges for engaging the formed edges of the elongated shell are fixed to a footing and connected to the edge members. The edge members form and insulate the edges of the poured concrete of the slab while the open cross sectioned support braces receive the poured concrete of the slab and thus anchor the edge members to the edge of the slab.

Abstract: A spacer for positioning rods and wire in concrete is disclosed. In some embodiments, the spacer includes first and second saddle portions joined together via a connection mechanism. Spacing members are joined with the first and second saddle portions and first and second outer edges are joined with the spacing members opposite the first and second saddle portions. A conforming fixed centering tab having a centering groove is joined with the first saddle portion at first and second ends. An adjustable and conforming centering flap is joined with the second saddle portion at a first end via a hinge connection and includes a free second end opposite the first end. The centering flap has a length greater than a width of an opening of the second saddle portion. The connection mechanism is joined with the spacing members adjacent the outer edges for pivoting the first and second saddle portions.

Abstract: An interconnecting alignment and support system for supporting and maintaining alignment of at least one conduit or pipe is disclosed. The system may be used, for example, during a concrete pour operation or other construction operation. The system comprises a base spacer and, optionally, one or more of an intermediate spacer and/or another base spacer. The base spacer is constructed to be capable of interlocking with another spacer on each side and the top. The intermediate spacer is constructed to be capable of interlocking with another spacer on each side and both the top and bottom. The interlocks on the spacers may be releasably latched when fully interlocked. By interlocking the spacers, a matrix structure for aligning and supporting conduit or pipe may be created. The base spacer is attachable to a surface, so that the alignment and support system may be fixed in place.

Abstract: A spacer is provided for attachment to a pair of intersecting reinforcement wires to space them from a form. The spacer has a base member having two opposite sides, one of the sides having two intersecting grooves for receiving therein a pair of intersecting reinforcement wires, and the other of the sides having a projection that projects outwardly therefrom a preselected distance to space the intersecting reinforcement wires a specified distance from a form. A cover member covers the one side of the base member. The cover member has fastening portions that coact with complementary fastening portions on the base member to fasten the cover member to the base member with the intersecting reinforcement wires sandwiched therebetween to thereby attach the spacer to the intersecting reinforcement wires.

Abstract: Disclosed is both an apparatus and system for screeding a three dimensional panel including a screed clip for securing a guide bar to the panel for screeding a cementitious coating to a substantially uniform finish and level. The clips are used in combination and in series to support a guide bar. The clips are attached to the wire grid mats of a three dimensional panel to enable a less than skilled laborer to finish a cementitious coating applied to the panel.

Abstract: The structure bearing surface is artificially constructed, avoiding any foundation failures which, according to aftershock data, have already occurred resulting in cracks or even in complete rupture of joints. Anti-seismic insulation is then created by using cell cushions, whereas erosion to connecting mechanisms as well as to the primary shock-proof mechanism may be prevented by using insulators. The sand ensures stable working surface for the equal load distribution during the time required for the construction, as well as following the completion of the project. Moreover, at the time of the earthquake, the mechanical properties of the sand shall provide elasticity, enhancing the shock-proof properties of cushions, preventing at the same time the uneven load distribution on building frame. The connecting mechanisms, which are fixed on the main points of both sides of the entire project, shall provide the secure operation of shock-proof mechanism.

Abstract: A method of attaching and aligning reinforcing bars includes providing a plurality of molded plastic clips having first and second parallel seats and a third transverse seat, all seats of equal size. A lower seat of a clip is pressed over a first reinforcement bar, then a second reinforcement bar is pressed into the upper seat to attach two bars of equal size in parallel. Another identical clip can be used to attach a third bar transverse to the first two bars, all the bars being of equal size.

Abstract: A bolster for use in construction has a beam, a pair of spaced apart foot members, a first plurality of leg members on one side of the beam, and a second plurality of leg members on an opposite side of the beam. The first plurality of leg members are connected at one end to the beam and at the opposite end to one of the pair of spaced apart foot members. The second plurality of leg members are connected at one end to the beam and at the opposite end to the other of the pair of spaced apart foot members. The beam, pair of spaced apart foot members and first and second pluralities of leg members are integrally formed together of a polymeric material. Multiple lengths of bolster may be joined together in a snap-fit engagement.

Abstract: This invention is related to a device to separate or out a distance apart structural metallic elements for concrete, between them or in relation to a surface on which concrete is going to be poured, in order to obtain coatings or layers of concrete with specified widths. The chair proposed it is made preferably of propylene and it is made by two vertical walls opposite each other and joined by a third wall orthogonal to the first two (load axis); the vertical opposite walls show on its upper end a semi-circular cavity to support an structural metallic element to be supported, and in its lower part, each one of the walls is divided in three legs, being defined the two on the ends by the vertical edges and a cavity preferably in form of arch between them, and the third being a projection of the transversal wall. All the walls show hollow arches in their lower ends and in some embodiments, preferably for pieces with heights above 2.

Abstract: A fastener is disclosed having a an extension portion configured to be inserted into a first construction material such as foam, and having a stirrup portion configured to retain portion of a second construction material, such as rebar at a distance from the first construction material. A third construction material such as concrete can then be inserted (poured) in contact with the first construction material and surrounding the second construction material such that the second construction material is not directly in contact with the first construction material.

Abstract: A support frame system for placing and securing reinforcing bars, which includes an elongated beam member which includes a plurality of saddles at a predetermined spacing. Support legs extending from the beam member hold the beam member, and thus also the re-bars, at a fixed distance above the mold. Once re-bars have been laid in the desired saddles, mating clips can be placed around each re-bar and locked onto the beam member to prevent movement of the re-bars during a subsequent concrete pour. Two or more of these beam members can be connected together end-to-end using mating prongs and holes at opposite ends of each beam member.

Abstract: A rebar positioner configured for being placed in a diagonal orientation within a cell of a masonry block including first and second end sections oriented in a first plane, a center S-shaped section in a second plane parallel to the first, laterally offset linear sections oriented in the second plane, and first and second vertical sections interconnecting the first and second end sections with the first and second linear sections, wherein the second end section terminates in a telltale extending away from the center section.

Abstract: Prefabricated Multi Structural Timber Alignment Fixture, for quicker & cheaper roof structural timber' installation, comprises L beam (1) having four welded U channels (3) matching standard roof timber width, embodying holes (7) to nail timber to channels (3). USES & ADVANTAGES: 1. Saves time, labour & costs on repetitive roof truss accurate fixing & installation. 2. Inexpensive instant accurate permanent and safe truss alignments in one go. 3. Eliminates need for temporary alignment templates & battens, requiring removal. 4. Eliminates need for measuring tapes and associated operative errors. 5. Assembly at ground level 4 trusses & 3 accuspacers, using only hammer & nails. 6. Entire accuspaced assembly of 4 trusses can be hoisted high and safely into position. 7. Versatile Alignment Fixture can be deployed for horizontal and sloping trusses. 8. Fabricated beam construction substantially enhances building structural soundness.

Abstract: A sporting activity system comprising a plurality of stakes and a plurality of pods. The plurality of stakes each have a length and a cross-sectional configuration. Each pod includes a body and a member for interfacing with a stake. The body includes a lower edge, a side and a top surface. The interfacing member includes an opening disposed on one of the top and the sides configured to receive a stake, and, two channels disposed on the body spaced apart from the opening. Each of the at least two channels and the opening can accept a stake of the plurality of stakes simultaneously. Connectors may be provided releasably coupling two stakes of the plurality of stakes to each other.

Abstract: In a first aspect, a plurality of slab bolster elements, each including a bolster frame member having a male connector disposed on a first end and a female connector disposed on an opposite end, with the male connector including first and second outer prongs for engaging a complementary female connector and the female connector including first and second opposing side walls with first and second transverse slats extending between the side walls so as to form a socket, the male connector further including a flexible prong extending inwardly between the outer prongs, with the flexible prong including a free inward end and a wedge element configured to resiliently contact and lockingly engage the first transverse slat of another of the plurality of slab bolster elements. In a second aspect, a continuous slab bolster assembly.

Abstract: The present disclosure relates to a permanent plastic formwork system formed by two parallel surfaces, namely an outer surface and an inner surface, comprising a plurality of flat or longitudinally curved, hollow plastic slats obtained by means of extrusion, provided internally with a rebar mesh providing them with rigidity and joined longitudinally by means of tongued-and-grooved ends with separators existing between the two surfaces. The separators are provided with a threaded area and an inclined appendage for securing the rebar mesh located between the surfaces. The slats are secured to the ground using U-shaped parts containing a threaded rod that can be used to clamp and fix the same. In addition, in closed structures, reinforced internal elements can be incorporated diametrically, such as metal bars with flat surfaces at their ends enabling the same to be secured to the above-mentioned inner surface.

Abstract: A wheel spacer is provided for spacing a reinforcing rod for a cementitious structure away from an object during fabrication of the structure. The spacer consists of two substantially semicircular sections configured for connection together with the rod abuttingly retained in saddles generally situated at the center of the sections when connected together in an assembled configuration for the spacer. Each section has, on an inner wall thereof in which the saddles are situated, primary inserting arms for insertion into apertures for locking engagement with teeth on the inserting arms with teeth on receiving arms of the other section. Retaining arms having guide walls further facilitate retention of the rod and guiding thereof towards the saddles while the spacer is placed in the assembled configuration.

Abstract: A cage spacer for spacing a reinforcement structure apart at a predefined distance from a forming surface of a forming structure for a cementitious structure during formation of the cementitious structure therein has a bracket and a roller wheel, both constructed of a plastic material. The bracket has an attachment face and a generally opposed roller face and is connectable to the reinforcement structure with the attachment face abutting thereagainst. The roller wheel is rotatably and removably mounted in the bracket with an outer circumferential surface thereof extending from within the bracket partially beyond the roller face. The roller wheel is sized and positioned relative the attachment face for abutting and rolling of the outer circumferential surface against the forming surface at the predefined distance from the reinforcement structure, thereby spacing the reinforcement structure apart from the forming surface at the predefined distance.

Abstract: A rebar safety protective cover for use on the projecting free end of concrete reinforcing bar to prevent impact injuries comprising: (a) a hollow cylindrical body closed at one end and open at the other, (b) a flat overhanging impact head of substantial extent projecting laterally outwardly beyond said closed end of the body, said body and impact head being of a thickness and integrally formed of a plastic material to provide a protective cover which passes the Cal OSHA drop test when the rebar is positioned within said protective cover at an angle such that the free end of the rebar abuts the inside lateral extremity of said closed end.

Abstract: A form for constructing a concrete structure includes an insulating panel and at least one device shaped to anchor the concrete to the insulating panel. The device includes a base embedded in the insulating panel and a rebar support extending from the base. The rebar support is dimensioned to support rebar above a top surface of the insulating panel when the panel is disposed horizontally and while concrete is being poured thereon.

Abstract: A support chair structure for use in supporting and spacing concrete reinforcement members, having a solid, integrally formed body, that is substantially shaped as a flat topped pyramid. The body includes an upper receiving area for receiving a concrete reinforcement member and a lower base that is adapted to rest on a planar support surface.

Abstract: A roof top structure support has a flat bottom rigid base to be positioned on a roof and spread the load supported by the support substantially evenly over the surface of the base in contact with the roof. A tower rises from the base and includes a slot across the top thereof and a bore therein extending downwardly from the bottom of the slot and adapted to receive a threaded rod therein. The slot in the top of the tower is sized to receive a strut therein. A bolt extending through the strut and into the bore secures the strut to the support. Struts and other structures can be supported above the tower and slot by threaded rod such as “all thread” screwed into and extending from the bore.

Abstract: A system and device for installing and mounting conduit upon a surface such as a roof The system made up of at least one support block having a body with a base and an upper portion, the upper portion having a channel defined by two upright portions each of these upright portions having an upper surface, the upper surface defining an aperture, the aperture extends from the upper surface of the upright portion down into the hollow cavity which is defined by the body. These apertures are dimensioned so as to allow a portion of an adaptable conduit connecting device to fit and be held in a desired position within said aperture.

Abstract: A building construction system for setting up and casting a stem wall foundation. The system comprises a plurality of forms, a plurality of code clips configured to fix the forms; and a plurality of code spacers having a body, a partially encircling clasp protruding from a first end portion of the body, and an elongated neck structure at a second end portion of the body and having a top receiving channel and a bottom receiving channel snapping the form in a vertical position. One of the code spacers is snapped onto a reinforcement bar and another of the spacers is distanced adjacently such that the elongated neck structure of code spacers facing opposite to each other, and the reinforcement bar is accommodated on the clasps of both the code spacers laterally and perpendicularly and two reinforcement bars accommodated at a junction of the body and the elongated neck structures.

Abstract: An anchor bolt positioning system is provided. In one exemplary embodiment, an anchor bolt holder is present and is configured for holding an anchor bolt. The anchor bolt holder may be selectively positioned along a first rail and may be selectively positioned along a second rail.

Abstract: A rebar support is provided through an arm-type apparatus, which may have a plurality of dimensions for different concrete constructions. A tube in the apparatus is slid over an upright support such as a grade stake to hold the apparatus in place. Multiple instances of the apparatus may thus be placed over multiple stakes to hold rebar in the correct position for the grid pattern required to strengthen the concrete in a particular structure. Rebar may then be quickly and securely snapped into notches on the apparatus without tying or extensive training of personnel. In an embodiment different designs of the apparatus are provided with notches designed to fit rebar of different diameters. In another embodiment snap-out tabs in the notches are used so that one design of the apparatus may be employed with rebar with different dimensions. The apparatus may be Y-shaped to further strengthen the arms.

Abstract: An improved concrete form duct chair and method of forming concrete structures. The concrete form duct chair has a generally flat polymer or steel body with several pre-stressing strand duct sized apertures passing through the body, as well as four or more alignment legs projecting from the body, the alignment legs and body dimensioned and configured to extend for a total width approximately equal to such cross sectional width of such concrete form and thus hold the concrete form duct chair in position against the walls of the form. Concrete access apertures passing through the body allow concrete to pass therethrough during pouring operations. A method embodiment of the invention teaches pouring of concrete structures with pre-stressing ducts passing therethrough using the device of the invention to retain the pre-stressing ducts in alignment within the concrete form.

Abstract: Module (1) for the production of concrete elements, particularly of concrete semi-finished products or of relatively “thin” in-situ concrete surfaces, with a plurality of displacement bodies (5, 5?, 5?, 5??) able to be inserted arranged adjacent to each other in a longitudinal direction, in which the plurality of displacement bodies (5, 5?, 5?, 5??) arranged adjacent to each other is arranged respectively undetachably in a latticework (2) of bars (3, 3?, 4, 4?, 4?), in which the displacement body (5, 5?, 5?, 5??) is formed as a substantially oblate rotation ellipsoid with two at least slightly flattened pole sides (7, 7?, 8, 8?).

Abstract: A device, system, and method for holding reinforcing bars in fixed positions. A reinforcing bar securing device comprises a base and a securing means for securing the reinforcing bar to the base, which is configured to engage at least one rib of the reinforcing bar. The securing means may include a flange, a hinged member, or a flexible member, such as plastic, for example, configured to allow the reinforcing bar to enter the securing means in one direction and engage at least one rib on the reinforcing bar to prevent the reinforcing bar from withdrawing from the securing means. The flanges are configured to bend to press against the reinforcing bar as the ribs contact the flanges and as the reinforcing bar moves relative to the securing device as the reinforcing bar enters the surface. A system of the present invention is also presented for holding reinforcing bars in fixed positions.

Abstract: A spacer providing a substantially uniform space between adjacent tiles includes spacer legs extending radially from a common junction. The spacer legs, made from a porous material, are permanently adherable to a tile bonding material utilized to adhere the tiles to an underlying surface, and/or a grout material filling a gap between tiles. A process for making a tile spacer includes providing thinset material to which a liquid latex admix material is added. The materials are distributed evenly to a consistency of a damp fluffy sand-like mixture which is then placed into a mold of a desired shape and packed into the mold to bond the materials while still damp to form the tile spacer. The spacer is extracted from the mold and placed on a flat rigid sheet. The spacer is moist cured and dried at room temperature environment with 40-99% humidity.

Abstract: A prefabricated form assembly for making a concrete floor is disclosed. The form comprises an elongated form plate having a front for forming and retaining a flowable concrete material before it sets, anchor elements extending from the back face of the form plate, and being destined to be embedded into the concrete floor; and an L-shaped lintel having a back wall connected to the front face of the form plate and a bearing wall for supporting a masonry wall. Advantageously the construction of a concrete floor adapted to structurally retain a masonry wall using prefabricated form assemblies according to the invention no more requires the use of different groups of workers from different building trades as in the prior art, only one group of workers is required.

Abstract: A multi-level chair for supporting a concrete reinforcement cable at a fixed height from the bottom of a concrete form is provided. The multi-level chair comprises a body having a plurality of receptacles at different heights. Each of the receptacles is adapted to retain a concrete post-tension reinforcement cable. In one embodiment, the body of the chair assumes an inverted V-shape including a pair of legs extending downwardly from an apex. Each of said legs has multiple receptacles to support a cable at a predetermined height from the bottom of the concrete form.

Abstract: The invention relates to a device for maintaining structural elements at a distance from one another for the purpose of reinforcing concrete, said device taking the form of a disk which is formed from a single piece, preferably by means of injection moulding, using a plastic resin such as high-density polyethylene. According to the invention, the structural element is positioned along the central axis of the device and the element is inserted through a reinforced radial hole which extends from the centre of the device to one of the ends thereof, said two parts being fixed with corresponding fixing elements following the insertion of the structural element. The inventive device enables greater concrete continuity, with a larger available space for the concrete, thereby reducing the interface coefficient.

Abstract: Method for securing a foundation form disposed on a moisture barrier membrane. The method can include penetrating the moisture barrier membrane with one end of a stake, sealing a breach in the moisture barrier membrane around a periphery of the stake caused by the penetrating step; and removing a portion of the stake extending above the moisture barrier membrane. A sealing member can be disposed on the stake at a location along an axial length of the stake.

Abstract: A reinforcing bar comprises a shaft extending along a portion of the length of the bar and a termination extending along an end portion of the bar. The termination incorporating an engagement face incorporating locking formations thereon arranged to interfit with a complementary shaped termination to form an interlock operative to accommodate axial loading.