Abstract: The present invention relates to a V-shaped tie reinforcement for reinforcing a hoop reinforcement installed around a main reinforcement, wherein the V-shaped tie reinforcement is installed in order to prevent deformation, such as buckling, of the main reinforcement installed on a long member of an RC structure or an SRC structure, such as a column or a compression beam while preventing brittle fracturing of concrete. The present invention comprises: a V-shaped reinforcement composed of a bent part having a shape surrounding a main reinforcement at the center thereof and an anchor part open at both sides; and a fixing means composed of an upper tie reinforcement fixing brace fixedly installed at the V-shaped reinforcement and connected to the main reinforcement, and a rotation preventing brace fixedly installed at the bent part of the V-shaped reinforcement and preventing the V-shaped reinforcement connected to the main reinforcement from rotating upward and downward and right and left.

Abstract: A V-shaped tie hoop assembly enhances field construction performance by integrally forming a plurality of V-shaped tie hoops after constituting the plurality of V-shaped tie hoops in a bundle form, maintains intervals, and enhances reinforcement performance. The V-shaped tie hoop assembly can includes: a plurality of V-shaped tie hoops, each of which has a bending part at the center thereof and anchor parts extending to opposite sides of the bending part, and disposed at different heights at an interval; and a vertical support bar connecting all of the V-shaped tie hoops to integrally couple the V-shaped tie hoops.

Abstract: A safety-harness attachment for attaching a safety harness thereto.

Abstract: An assembly includes a reinforcement bar and a plurality of bar chair attached at spaced locations thereto. The bar chairs have an upper concave seat portion, and pairs of legs. The legs are spot welded to the reinforcement bar at locations, and at a height ‘h’ for the prescribed concrete cover for the reinforcement bar. The legs are located on opposing or alternating sides of the reinforcement bar to evenly distribute the construction loads onto the chair legs. As the reinforcement bar is attached to the legs of the wire form, the concave seat portion is oriented to support a reinforcement bar oriented at 90° to the reinforcement bar.

Abstract: An assembly includes a reinforcement bar and a plurality of bar chair attached at spaced locations thereto. The bar chairs have an upper concave seat portion, and pairs of legs. The legs are spot welded to the reinforcement bar at locations, and at a height ‘h’ for the prescribed concrete cover for the reinforcement bar. The legs are located on opposing or alternating sides of the reinforcement bar to evenly distribute the construction loads onto the chair legs. As the reinforcement bar is attached to the legs of the wire form, the concave seat portion is oriented to support a reinforcement bar oriented at 90° to the reinforcement bar.

Abstract: A method for installing a truss-wall stud unit includes coupling a set of bottom plates with a foundation, coupling a set of hinge brackets with the set of bottom plates, coupling a first partial truss with a second partial truss to form a truss-wall stud unit, coupling the truss-wall stud unit with the bottom plates and hinge brackets, and hoisting the truss-wall stud unit into a substantially vertical position. A system includes truss-wall stud units which are connected to bottom plates using hinge brackets. Once connected to the hinge brackets and bottom plates, the truss-wall stud units are hoisted upright into a substantially vertical position using a cable system with a cable support system. Temporary interlocking spacer bars are used to brace the truss-wall stud units at predetermined intervals.

Abstract: An anchor bolt locator is provided that is inexpensively manufactured on automatic die-press machines from sheet steel and a structural nut that does not require any welding, while also being easy to use and install with current, commonly-used building practices and anchor designs. The anchor bolt locator is made from a galvanized sheet metal chair and a structural nut attached to the chair by way of a friction fit.

Abstract: A reinforcing assembly for use in a structural concrete member, such as a slab, footing, raft foundation, beam, wall and column, has at least one reinforcing stud with an elongate stem an anchor head at one or both ends, and a support apparatus for positioning the stud in the concrete member. The apparatus has a rail and connector to mechanically secure the stem to the rail in a given spacing and orientation. The connector may be in to form of a clip member for mounting on the rail and for securing the stud thereto, or the connector may be formed integrally with the rail in the form of a recess along an edge of the rail. The rail typically positions a plurality of studs in the concrete member at a given location, direction and spacing.

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 rebar clip is provided for joining a larger diameter rebar to a smaller diameter rebar transverse to the larger diameter rebar. In a first embodiment the clip includes diameter reducing tabs extending into upper arches of the clip for engagement with smaller diameter bars crossed on top of larger diameter bars. In a second embodiment the clip includes diameter reducing tabs extending into lower arches of the clip so that the clip may hold larger diameter bars on top of smaller diameter bars. A guide track for a clip applying gun is provided which allows for use with either version of clips and with clips of the same nominal diameter for joining equal size bars.

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 positioning device for accurately positioning a reinforcing member in a hardening material (e.g., concrete). The positioning device is made from a plastic material and includes a base and a support member extending from the base. The base includes at least one receiving member supported on the support member. The receiving member is in the form of a flexible clip or spring clip. The clips are C-shaped and include arms with an opening between the arms which leads to a holding area. Each clip is capable of receiving reinforcing members of varying sizes within the opening. The clips flex outward to accommodate a reinforcing member and subsequently return inward toward a rest mode to contact and secure the reinforcing member within the holding area. The clips may be positioned at various heights and orientations.

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: An improved, lightweight, portable, and self-contained concrete form for fabricating tilt-up concrete walls is provided. The form includes a frame made from metal frame members joined at their ends with the frame members forming the sides of the frame. The frame members may be channel shaped with their channels facing inwardly. A reinforcing mat comprising an array of crisscrossed rebars is disposed within the frame and is held in place with a plurality of brackets on the ends of at least some of the rebars and welded to respective frame members. The rebar mat is sized to be positioned in the mid portion of the frame and the brackets on the ends of the rebars are slid outwardly into and attached to the frame members by spot welding. The brackets are then spot welded to the ends of their rebars to form a rigid, lightweight concrete frame.

Abstract: A re-bar support device comprising a base board and re-bar holders to hold a plurality of re-bars spaced to fit into the holes of the hollow blocks used to build a block wall. The re-bar support device attaches to vertically standing stakes. Several re-bar support devices may be interconnected to cover the desired length of the foundation of the wall. The re-bar support device proposes several methods for easily introducing a re-bar to a re-bar holder and also discloses modifications on the internal side of the body of the re-bar support device to allow a better grip on the re-bars while concrete is poured around them during the formation of the foundation for the wall.

Abstract: A quick-connector for terminal fastening of a penetrating rebar (7) to a perpendicularly oriented concrete dowel (2), the connector comprising a wire clip (1) having a deflected segment of wire of the length (L) at least partially made of resilient-elastic metal, wherein the wire clip (1) includes, with respect to a primary turning arc (3), arms (5, 5′) that are mirror-symmetrical to an angle-bisecting plane (4), wherein each arm (5, 5′) forms a deflected secondary turning arc (6, 6′) transverse to the primary turning arc (3) and a clippable hook (8, 8′) that rests force-lockingly into a radial external surface zone (9), of a terminal radial expansion (1), of the concrete dowel (2).

Abstract: A bolster for use in construction having a plurality of leg members arranged in generally parallel spaced relationship, a beam integrally formed with the plurality of leg members and extending transversely across the plurality of leg members, and a plate affixed to the bottom of the plurality of leg members and having a generally flat bottom surface. The plate has at least one clip formed on a top surface thereof for fixedly receiving a foot associated with at least one of the leg members.

Abstract: A quick-connect/quick-release wire hanger provided in a variety of configurations for use in a variety of applications. The wire hanger of the invention is formed of a substantially planar center portion having first and second pairs of opposing peripheral edges, such as a square or rectangle. A first pair of wire clips extends from the first pair of opposing peripheral edges and are angled upwardly relative to the planar center portion, each of the pair of wire clips includes a hook portion. A second pair of wire clips extends from the second pair of opposing peripheral edges and are angled downwardly relative to the planar center portion, each of the second pair of wire clips also includes a hook portion.

Abstract: The connector of the present invention comprises a planar sheet bent to form two perpendicular plates each of which is formed with one or more elongate slots. The slots on one plate are oriented so as to permit relative deflection of a building member in a vertical direction and the slots on the other plate are oriented so as to permit relative deflection of a building member in a horizontal direction. Each plate is mounted to a respective building member with fasteners passed through a slideable retainer, e.g., either a stepped washer or a guide to mount flush to the building member and slidingly retain the connector.

Abstract: A novel multiple configuration hand assembly centralizer system adaptable to virtually all known rock and soil anchoring applications is presented. The primary components to the centralizer include a plurality of straps and two collars which hold the straps in place utilizing a unique locking mechanism. Most preferably the standardized parts will be made from a petroleum based material. The straps are easily and manually inserted into slots in each of the collars. Each collar may be molded to provide slots for three or more straps. The collars are molded with grout passages between slots thereby allowing more than the required amount of grout to be fed through the centralizer. On a multiple configuration centralizer system, a housing assembly and retainer clip are used to frictionally hold the straps at user defined intervals on a standard zip tie.

Abstract: A support device for a wire mesh. The wire mesh is held in place by the supporting device which includes legs and cup shaped members. The legs will stand on a support surface and the cup shaped members will engage the bars of the wire mesh to hold the wire mesh off the surface such that when concrete is poured into a form, the wire mesh will be properly located in the finished product.

Abstract: A shoe for use with a fitting such as a lifting anchor or ferrule adapted to be cast into a reinforced concrete component, the shoe serving, in use, to locate tie-in bars relative to the fitting. The shoe comprises a body portion slidably received on a shank of the fitting, and clips for engaging with a snap-in action tie-in bars extending at opposite sides of the shank. The shoe can be retro-fitted to a pre-existing anchor assembly comprising an anchor, support, and void former.

Abstract: A waterbar for use between adjacent panels (22, 24) in a diaphragm wall, the waterbar comprising a first member (5) in the form of an elongate strip (6) provided along a first longitudinal edge (8) with a hydrophilic material (7) and along the opposite longitudinal edge (9) with a retaining channel (10), and a second member (12) in the form of an elongate strip (13) provided along a first longitudinal edge (15) with a hydrophilic material (14) and along the opposite longitudinal edge (16) with a keying projection (17). The retaining channel (10) of the first member (5) is shaped so as to slidably retain the keying projection (17) of the second member (12), and either the retaining channel (10) or the keying projection (17) is provided along its length with a hydrophilic material (18), which serves to seal the joint between the first and second members (5,12).

Abstract: A post structure which includes a support pole, a casing, and spring clips for securing the casing to the pole. The spring clips each include a spiral portion which grips the pole, and arms which project outward to engage the inner sidewalls of the casing. The spring clips are constructed to permit the casing to be moved downwardly over the spring clips during installation. However, the spring clips effectively anchor the casing to the pole to prevent any upward movement of the casing for removal.

Abstract: A bolster for use in construction including a plurality of leg members arranged in parallel relationship and a beam integrally formed with the plurality of leg members and extending across the plurality of leg members. Each of the plurality of leg members has a foot for contacting an underlying surface. Each of the leg members includes a central body portion, a first leg extending downwardly from one side of the central body portion and a second leg extending downwardly from an opposite side of the central body portion. The foot is formed at an end of each of the first and second legs opposite the central body portion. The foot includes a plurality of pin-like projections extending outwardly from a bottom surface thereof. The beam has a waveform pattern formed across a top surface of the beam and a rectangular cross-section in a plane parallel to the plurality of leg members.

Abstract: A concrete floor system includes undulating sheet metal formwork for forming concrete slabs with one or more concrete ribs. The system also provides a unique type of bar chair which allows reinforcement in the form of steel rods, for example, to be dropped in place, thereby minimizing the labor required in installing the formwork.

Abstract: This invention is a rebar spacer device which is used to set the rebar without using a tape. The device has an L-shaped track with scribe marks at pre-determined intervals on the top. The track further has integral upper and lower rails which have elongated cut-out on the edge. A plurality of rebar holder slidingly engaged to the track wherein each holder has clamping section for securing the rebar in place; Each holder further has grooves on the top and bottom portions wherein the grooves are complimentary to the upper and lower rails and mate with these rails when the rebar holders are mounted on the track.

Abstract: The spacing retainer contains spacer elements comprising a multiple number of interconnected angle elements and locking elements. The locking elements are lockingly connected with a first structural steel fabric by means of locking parts at their free ends. A second structural steel fabric is held at a spacing from the first structural steel fabric by means of the series-arranged and side-by-side arranged spacer elements. The spacer elements comprise struts for their reinforcement.

Abstract: A reinforced insulated wall construction having a core of thermal insulation material which is reinforced by high-slenderness-ratio reinforced concrete columns. High compressive and side-load strengths are achieved by centrally supporting reinforcing members in vertical passageways in the core while the remainder of each passageway is filled with a concrete slurry and by so centrally supporting the members until the slurry hardens into concrete. Further side-load strength enhancement may be achieved by encasing at least a central length portion of each concrete column in a high flexural strength structural tubular casing.