Abstract: A fire-rated component for a linear gap between a wall assembly and an adjacent structure. The component includes an elongate metal profile and a fire-rated board member. The elongate metal profile has a vertical leg, an upper leg and a lower leg. The upper leg extends in a first direction from an upper edge of the vertical leg. The lower leg extends in the first direction from a lower edge of the vertical leg. The fire-rated board member is positioned within a space defined by the vertical leg, the upper leg and the lower leg.

Abstract: The present disclosure provides a lockable double shear dowel connector comprising two guide tubes, two dowels, two sleeves, an open end, and two orifices. The dowels are disposed adjacent to each other and adjacent to a joint between adjacent blocks of building materials. The present disclosure further provides kits and methods for using and installing the connectors disclosed herein.

Abstract: A composite wall panel having a front surface, a rear surface, and side surfaces extending therebetween is provided. The panel includes a cured composition of pieces of cellulose and/or chaff and at least one binder. A wall assembly is also provided. The assembly includes: a frame including a plurality of linearly arranged elongated studs having a top end, a bottom end, and a first longitudinal side and a second longitudinal side extending between the respective ends; a plurality of interconnected wall panels mounted to the first side of the elongated studs of the frame to form a first wall portion; a plurality of interconnected panels mounted to the second side of the elongated studs to form a second wall portion; and an insulating layer inserted within a cavity between the first wall portion and the second wall portion.

Abstract: The present disclosure relates to a field of construction engineering, and in particular to a reinforcing structure of a concrete overhead layer before a building expires. The reinforcing structure of the concrete overhead layer includes supporting structures, connecting structures, and metal members; wherein the reinforcing structure is configured to reinforce a concrete floor slab and/or a concrete beam; through holes are disposed on the concrete floor slab; each of the supporting structures passes through each of the through holes and the supporting structures are configured to support the concrete floor slab and/or the concrete beam; and each of the connecting structures is configured to fix each of the supporting structures on each of the metal members; each of the metal members is disposed on each of the through holes.

Abstract: A set of decking boards including a first and a second decking board and being provided with a connecting system including a connecting device. The first board is configured to be connected to a support element and the second board is configured to assume a vertically locked state with respect to the first board in which the connecting device cooperates with the first and second boards, there is a vertical gap between a portion of the second lip of the first decking board and a portion of the second lip of the second decking board, and there is a horizontal space between a first lip of the first board and the second lip of the second board. Also, other aspects of a set of decking boards and connecting devices as well as methods for demounting decking boards and replacing them with new decking boards.

Abstract: The disclosure relates to a device for locking two interconnected floor panels that are identically embodied and includes a core, an upper side and a lower side, and a first lateral edge (I) and a second lateral edge (II) opposite the first lateral edge. On the upper side, the first lateral edge (I) of the first floor panel abuts against the second lateral edge (II) of the second floor panel. A horizontal groove extending into the core is embodied in the second lateral edge (II), with an upper wall, an inner wall and a lower wall, the lower wall being formed from a lower lip projecting on the first lateral edge (I), which, on the outer end thereof, has a projection that is oriented towards the upper side and has a first locking edge, and at least one locking element is inserted in the region of the connection point of the two floor panels.

Abstract: A composite wall panel having a front surface, a rear surface, and side surfaces extending therebetween is provided. The panel includes a cured composition of pieces of cellulose and/or chaff and at least one binder. A wall assembly is also provided. The assembly includes: a frame including a plurality of linearly arranged elongated studs having a top end, a bottom end, and a first longitudinal side and a second longitudinal side extending between the respective ends; a plurality of interconnected wall panels mounted to the first side of the elongated studs of the frame to form a first wall portion; a plurality of interconnected panels mounted to the second side of the elongated studs to form a second wall portion; and an insulating layer inserted within a cavity between the first wall portion and the second wall portion.

Abstract: The invention relates to a panel including an upper side, an underside, a basic body, complementary locking means, which are provided in pairs on mutually opposite panel edges, and at least one pair of locking means having a receiving hook and an arresting hook. The receiving hook has a hook periphery and a receiving recess. The arresting hook has an arresting recess, an arresting shoulder, a transverse-joint surface and a vertically acting arresting contour. The receiving hook also has a transverse-joint surface and a form-fitting contour. The arresting hook also has a horizontal locking surface on its arresting shoulder. The receiving hook also has a horizontal locking surface in the receiving recess and contains a receiving opening.

Abstract: Floor element of the type which, at least at two opposite edges, comprises coupling means enabling two of such floor elements to cooperate with each other at the respective edges, wherein the floor element comprises at least two components, as well as entity-forming means, which, starting from the aforementioned components, can form an entity including the components, wherein said components can adopt at least two mutual positions, whether or not by means of the disruption of the entity formed by said entity-forming means.

Abstract: A floor panel having two opposite edges including coupling parts with a configuration that allows the coupling parts to be brought into each other by a downward movement. The coupling parts allow locking in the plane of the panels and perpendicular to the edges by way of locking parts in the form of hook-shaped parts. In a coupled condition, the locking parts have contact surfaces which engage one behind the other. The contact surfaces, when viewed in a top view of the panel, globally extend in one or more directions different from the direction of the upper edges.

Abstract: A system and method of manufacturing a synthetic construction element that replaces wood lumber. A synthetic composition is provided containing cementitious material, aggregate, fibers, and low-density particulate material. The density of the synthetic composition is controlled by varying the volume of the low-density particulate material in the mix. Reinforcement elements are provided. The reinforcement elements are positioned within the synthetic construction element and are stressed in tension. The reinforcement elements and the shape of the synthetic construction element are symmetrically disposed on either side of an imaginary mid-plane and maintain the synthetic construction element in compression.

Abstract: A system of integrated structural components, designed to fit and connect together using no tools other than human hands, allowing persons with little or no construction experience to assemble floored/partitioned/roofed structures of variable shape(s) and surface area(s). Flooring panels are inserted and secured into flooring frames that have been inserted and secured into frame connectors. Flooring frames may be anchored into an outdoor installation surface for long term use. Certain configurations of the frame connector allow for the installation of variable height partition supports, as well as partition panels. A special configuration of the flooring frame allows for wheeled implement/conveyance access to the floored surface from the surrounding surface. Open, unfloored areas may be created within the periphery of a structure. Roof panels are installed onto and supported by roof brackets, roof beams and integrated gutter sections. Precipitation is conveyed to downspout pipes and fittings via downspouts.

Abstract: A joint (1) having a first edge (2) and a second edge (3), the first edge (2) being provided with a distal edge (21) and a downwards protruding heel (22). The distal edge (21) is further provided with an upper joint edge (25) beneath which a groove (23) is arranged. The second edge (3) is provided with lower cheek (31) having a distal end (32) at which an upwards protruding lower cheek heel (33) is arranged. The second edge (3) is further provided with an upper joining edge (35) beneath which an undercut (34) is arranged. A moveable locking element (40) is arranged in the space created by the undercut (34). The moveable locking element (40) have a locking tongue (41), a locking tongue leg (42) and a maneuvering leg (43).

Abstract: The present invention relates to a modular prefabricated in reinforced concrete for the construction of buildings with parts in “U” and “Box” shape through the continuous connection of said parts in three directions, thus forming the foundation, walls and ceilings of a building with 1 or more floors.

Abstract: A wind power plant tower segment is provided. The tower segment is designed as a jacket segment and comprises a reinforced concrete body, comprising two faces for attaching to faces of at least one further tower segment. In the region of each face, at least one connecting body is introduced in the reinforced concrete body and anchored therein for connecting to a connecting body of an adjoining tower segment. The connecting body comprises a fastening wall that is disposed substantially parallel to the respective face for absorbing a tensile load that is directed transversely to the face and transversely to the fastening wall. A wind power installation pylon having a plurality of such pylon segments, a wind power installation having a corresponding pylon, and a process for the production of a plurality of pylon segments is also provided.

Abstract: A wall assembly (1) for the construction of a wall element (14), wherein accumulation of the shrinkage heights of the different beams to form a major shrinkage for every wall element (14) is avoided, having two profiles (3) extending substantially vertically, two beams (2), stacked one on top of the other and extending substantially horizontally between the two profiles (3) and that have at each end a positioning end (6) that has a smaller height than the respective beam (2), and two positioning elements (4) for very two beams (2) that can be secured to a profile (3) such that each positioning element (4) extends substantially between the positioning ends (6) of two beams (2) stacked one on top of the other and the upper one of these beams (2) stacked one on top of the other is supported on this positioning element (4).

Abstract: Providing a half precast slab even in a case where the thickness of the slab in the site condition is too thick to apply conventional precast construction techniques. A half precast slab including a plurality of floor concrete form members and, each floor concrete form member being provided with: a bottom slab of a long length, in response to the floor concrete form member; a pair of side walls installed upright along each longitudinal edge of the bottom slab, in response to the floor concrete form member; thereby, each floor concrete form member is arranged so as to be parallel to each other and be tightly connected to the adjacent floor concrete form member, along the direction perpendicular to the longitudinal direction of each floor concrete form member; the height of the side walls other than the side walls on the most outer edge sides of the whole floor concrete form members is set at a common height that is smaller than the height of the side walls on the most outer edge sides.

Abstract: A weldment that is embedded in a concrete slab-type structural member. There is a central plate having a planar, weldable surface and disposed along an outer edge of the concrete slab. A pair of divergingly extending arms extends from the weldable surface and is embedded in the concrete slab. One or both of the extending arms has an irregular upper edge to engage the surrounding concrete. The irregular edge may be a series of v-shaped notches or v-shaped raised portions or any combination forming a saw tooth configuration. A method of manufacturing the weldment in the concrete slab is accomplished by locating the weldment in a mold and fastening a cap around the central plate. The weldment and cap are attached to the mold. After the concrete is poured and hardens into the slab, the cap is removed exposing a clean weldable surface.

Abstract: Provided are a stiffener for connecting a prestressed concrete beam and a method of constructing a structure using the same, in which the beam such as the prestressed concrete beam which is covered with concrete is connected to a target structure including a column structure or a girder. The stiffener is made up of a buried stiffener, an end face stiffener, and a joint stiffener, thereby enabling simple connection, excellent stress transmission, and very efficient construction of (building) structures.

Abstract: A system of making self-aligning concrete block structures. Structure is made of interlinking blocks that have insulative foam that is affixed during the molding process. The interior surface of the blocks is specifically designed to avoid the use of interior framing by providing wooden strips such that drywall can be directly affixed. The concrete block system include top blocks, inside and outside corner blocks, and the necessary forms for their construction.

Abstract: A building composite panel including at least one longitudinal edge is made of a core of hydraulic cement and a multi-ply edge facing material covering and attached to at least one of the longitudinal edges. The facing material includes at least a first ply configured for attachment to the core as it sets and at least a second, water-impermeable ply.

Abstract: A composite panel and method of fabricating is provided which includes a frame having a plurality of spaced apart frame members, and a concrete slab made of aerated concrete having a density of 400 to 1760 kg/m3 (25 to 110 pcf) pounds per cubic foot. Fastened to the frame members is a reinforcing layer. The concrete slab, having a front face and a rear face, embeds the reinforcing layer and a portion of the frame such that the frame protrudes from the rear face of the slab. At least one tab and one tab opening is disposed on an embedded portion of the frame, and the concrete slab extends through the tab opening.

Abstract: A ring beam element, a ring beam and a method of constructing a ring beam from a plurality of ring beam elements is disclosed. The ring beam can support a shell or wall of a tank. The ring beam element comprises a reinforced concrete body, preferably having a metal base plate anchored therein, and a plurality of tensile conduits extending circumferentially there through. Ideally, the reinforced concrete body will have interlocking surfaces such that the ring beam elements interlock with one another when circumferentially juxtaposed. Tensile members can be placed through the plurality of tensile conduits and tensioned and anchored by anchors to clamp a plurality of juxtaposed ring beam elements together. Ideally, the base plates of a plurality of the ring beam elements can be connected or welded together to form an annular ring of base plates.

Abstract: A panel edge joint formed on opposing edges of a first panel (12) and second panel (22) for use in refrigeration units. The panel edge joint comprises a male part (10) extending along at least one edge of the first panel (12) and a corresponding female part (20) extending along at least one edge of second panel (22) wherein male part (10) comprises a deformable sleeve (30) forming an outer covering of male part (10). Engagement of male part (10) with female part (20) forms a seal between the first panel (12) and second panel (22).

Abstract: Building frame shear-wall structure and associated methodology wherein the resulting structure includes (a) plural, elongate, spaced, interconnected columns and beams including elongate stretches which define and perimeter nominally open panes, and (b) within each defined and perimetered pane, an introduced, cured body of curable structural flow material spanning and effectively forming a column-and-beam-anchored rigidifying shear panel in the pane.

Abstract: A reusable modular block system includes a lightweight structural block having a top, a bottom, a first block end, a second block end, an insulating core, an inside facing and an outside facing wherein the structural block is configured to create internal vertical and horizontal raceways between adjacent blocks, a gasketing system connected to the structural block along a portion of the periphery of the structural block, and a fastening system within and that extends horizontally and vertically through the insulating core where the structural block, the gasketing system and the fastening system form a single, integral block component.

Abstract: A concrete stud wall system includes elongated mounting strips having mounting brackets that are pressure inserted through longitudinally spaced slots in the outer flanges of the studs and tracks for attaching a reinforcing mesh and encapsulated by a poured concrete panel.

Abstract: A reinforcement for prefabricated concrete panels with improved bonding with concrete, which comprises profiles to be embedded in a concrete body of a panel. At least some of the profiles have perforations and undulations which are suitable to increase the bonding between the profiles and the concrete body of the panel.

Abstract: This application discloses parts for use in constructing a curved glass block wall using regular shaped glass blocks. The assembly parts include a vertical spacer, which provides for adjustable widths of spacing to be obtained between adjacent glass blocks, as well as a horizontal connector which provides for both lateral and transverse adjustments to be made.

Abstract: A weldment connector for use with castable concrete slabs, each of the slabs including a length, width and depth and having at least one opposing and extending edge. The weldment connector has a substantially elongated and planar shaped front face and first and second legs which are both integrally formed with and extend from opposite end locations of the front face. The legs further extend in a combined axial and rotationally offset fashion relative the front face and each includes a horizontally extending and vertically spaced apart component with passes either above or below a mesh screen associated with the concrete slab. Additional features of the weldment connector include the width of the extending legs increasing, from a first end associated with the interconnecting and planar shaped front face, to outermost extending ends thereof.

Abstract: Flooring material including floor boards (1) with an essentially square, rectangular or rhomboidal shape. The floor boards (1) are provided with edges (2), a horizontal lower side (5) and a horizontal decorative upper surface (3). The floor boards (1) are provided lower joining lips (10) at two adjacent edges (2) while the two remaining edges (2) are provided with upper joining lips (20). The lower joining lips (10) are provided essentially vertical lower lip surfaces 911) arranged parallel to the closest edge (2). The lower surfaces (11) are intended to interact with mainly vertical upper lip surfaces (21) arranged on the upper joining lips (20). Two joined adjacent floor boards (1) are hereby locked together in a horizontal direction.

Abstract: A multi-use building structure has a base, roof and four wall panels, one of which provides a doorway. The wall panels are assembled to the base by a tab and slot connection and the wall panels are connected together with lengthwise corner connectors engaging the edges of the wall panels at both interior and exterior surfaces. A liner insert having a non-porous inner surface covers the inner surfaces of the wall panels. The liner insert is sized to completely cover the wall panels, however, it can be formed or trimmed to fit around various elements of or mounted to the wall panels. The liner insert can include relief grooves at bend regions corresponding to the corners of the structure. The edges of the liner insert engage either the corner connectors or catch surfaces of the wall panels.

Abstract: A concrete building panel has a slab and a plurality of ribs and beams. A series of horizontal holes in the end ribs are spaced at a selected constant spacing such that adjacent panels may be fastened together through them. In one type of panel, the slab is separated from the ribs to provide an air gap. Connections between holes in two adjacent concrete wall panels are made by a hollow conduit having an abutment at either end to engage the concrete wall panels. Other connections between adjacent panels involve a stitch with legs which extend through holes in the beams. Other connections involve a space made by vertical channels of horizontally adjacent panels. A plate fitted into the space aligns the adjacent panels and may extend upwards to align upper panels. Load bearing horizontal holes through the ribs are reinforced with reinforcing bar in the concrete arranged in generally triangular shapes.

Abstract: This application discloses parts for use in constructing a curved glass block wall using regular shaped glass blocks. The assembly parts include a vertical spacer, which provides for adjustable widths of spacing to be obtained between adjacent glass blocks, as well as a horizontal connector which provides for both lateral and transverse adjustments to be made.

Abstract: A weldment connector for use with castable concrete slabs, each of the slabs including a length, width and depth and having at least one opposing and extending edge. The weldment connector has a substantially elongated and planar shaped front face and first and second legs which are both integrally formed with and extend from opposite end locations of the front face. The legs further extend in a combined axial and rotationally offset fashion relative the front face and so that, upon being embedded within a first selected slab of concrete with front face extending in exposed fashion along its extending edge, the construction of the legs exhibits greater resistance to cracking. In use, a second weldment connector is likewise embedded within a second selected slab of concrete in similar fashion and so that its corresponding front face extends along an opposing extending edge, in proximate fashion relative to the front face of the first weldment connector.

Abstract: A precast composite building system usable for walls, roofs, and floors of buildings, comprising a concrete composite panel element having embedded steel I-beams, wire mesh, embed plates, and steel tension reinforcement bars interconnected vertically, horizontally, and angularly by columnar elements rigidly fixed to the supporting foundation, embedded into the panel elements affixed to a transverse steel beam so as to form a perimeter tie-beam connection structure to which additional floor, roof, and wall elements are attached, forming a unitary, superior, load-bearing structure.

Abstract: Flooring material including floor boards (1) with an essentially square, rectangular or rhomboidal shape. The floor boards (1) are provided with edges (2), a horizontal lower side (5) and a horizontal decorative upper surface (3). The floor boards (1) are provided with lower joining lips (10) at two adjacent edges (2) while the two remaining edges (2) are provided with upper joining lips (20). The lower joining lips (10) are provided essentially vertical lower lip surfaces 911) arranged parallel to the closest edge (2). The lower lip surfaces (11) are intended to interact with mainly vertical upper lip surfaces (21) arranged on the upper joining lips (20). Two joined adjacent floor boards (1) are hereby locked together in a horizontal direction.

Abstract: A modular concrete vault panel including two opposed metal side rails and two opposed metal end rails having ends rigidly connected to ends of the side rails to form a metal rectangular frame. A rebar lattice is supported within the frame, and waveform rebar extends longitudinally within the frame. The frame is then filled with a high compression strength concrete to produce the modular concrete vault panel.

Abstract: A dual membered sound wall panel constructed of two pre-formed half-panels. The half-panels have an inner surface that contains a plurality of connectors around their periphery and an outer surface. The outer surface may be textured if desired. The half-panels are each of concrete material with an embedded layer of mesh re-bar. The half-panels are oriented so that their inner surfaces are facing each other and the embedded connectors on each face are secured to each other. Additionally, between the half-panels are contained multiple spacer plates.

Abstract: A landscape edging and border structure for providing inexpensive and easy-to-install decorative landscape edging. The landscape edging and border structure includes a plurality of blocks each having side walls, end walls and a bottom wall; and also includes a plurality of block anchor members each of which is securely attached to the bottom wall of a respective block with the block anchor members being adapted to penetrate a ground; and further includes a plurality of coupling members each being securely and removably fastened to two adjacently disposed blocks.

Abstract: A self sustaining, precast concrete wall panel for installation between a building roof structure and a building slab. The wall panel is reinforced by reinforcing rods configured in horizontal and vertical directions within the wall. To add stability to the wall panel a metal plate is placed on top of the wall panel and a wood plate is placed of top of the metal plate. The metal plate in sandwiched between the wood plate and the wall panel by threaded rods and nuts which are tightened on the rods which are embedded in the wall panel and runs vertically through both plates and protrudes through the top portion of the wall panel. A second rod protrudes through the bottom portion of the wall panel. The second rod is placed into holes provided in the floor and epoxied. Epoxy grout is used to fill voids between the wall panel and the slab providing stability to the wall panel.

Abstract: A reinforced or prestressed concrete structure is strengthened and/or restored by attaching a strip-shaped tensional member thereto. Prior to attaching the tensional member, a central portion thereof is prestressed. Then, the tensioned central portion is bonded to a concrete surface of the concrete structure by a first adhesive having a high deformation modulus. Thereafter, the non-prestressed end portions of the tensional member are bonded to the concrete surface by a second adhesive having a low deformation modulus, whereby the second adhesive is substantially less deformable than the first adhesive.

Abstract: A floor tile or wall tile in the form of a panel has a frame and a filling. The frame and the filling are nondetachably connected in a utility state to form an integral part. The connection between frame and filling interlocks tongue and groovc-like. The frame extends beyond the filling in the plane of the tile at least the thickness of the frame. The filling is of the same thickness as the frame.

Abstract: The present invention provides a concrete building panel comprising a slab having top and bottom flanges and side flanges generally defining a box, and a plurality of ribs extending between the top and bottom flanges and being parallel to the side flanges. The panels of the invention can be used to form the walls, floor or roof of a building.

Abstract: The present invention concerns a double slope beam in vibrated or pre-compressed reinforced concrete, composed of two complementary halves or semi-beams (10) each with a reinforcing framework and with adjoining parts which are destined to be mated together incorporating some steel connecting plates (12, 13) that are anchored in the reinforcing framework by means of tie-rods. The two semi-beams are joined together by bolts at the time of forming the whole beam.

Abstract: The present invention relates to an improved flange connector 10 for adjoining adjacent concrete structural members 12. The flange connector 10 is a one-piece steel member having a faceplate 18, opposing faceplate returns 22, flattening bends 24, embedded legs 26 and reinforcing tabs 28. To allow the faceplate 18 to expand during welding, the opposing faceplate returns 22 extend away from the faceplate 18 at approximately ninety degree (90°) angles. The embedded legs 26 then extend from the faceplate returns 22 by way of flattening bends 24 that span between the embedded legs 26 and the faceplate returns 22. The flattening bends 24 extend away from the faceplate returns 22 at an angle that allows the embedded legs 26 to be positioned in a plane substantially parallel to the horizontal surface of the concrete structural members 12.

Abstract: A cementitious panel comprising a cementitious core which is fabric-reinforced at the surface thereof and whose longitudinal edges are reinforced by a network of fibers. A panel may be obtained wherein the surface edge reinforcement layers are relatively strong and hard such that a nail or screw may be driven through the edge of panel without pre-drilling and without breaking, even when nailed or screwed almost at the very limit of the edge of the panel. Such a panel may provide a long lasting substrate for humid or wet areas such as shower rooms and bath rooms.

Abstract: Elongated composite deck sections or panels are formed by pultruding a plastics resin material with multiple layers or mats of glass fibers and longitudinally extending unidirectional fibers to form a base wall integrally connecting upwardly projecting and longitudinally extending tubular ribs. Each rib has opposite side surfaces converging towards the base wall, and longitudinally extending ears project laterally outwardly from the side surfaces. The top surface of each panel is coated with epoxy adhesive, and the top surface of the base wall is also coated with an aggregate of crushed stone. The deck panels are assembled in laterally adjacent overlapping relation to form a permanent composite deck form. A mat of fiber reinforced composite rods are spaced above the deck panels which are surrounded by border forms, and concrete is poured onto the deck panels which positively bond with the concrete.

Abstract: A construction system uses an elongate horizontal structural beam having a vertically oriented pair of side legs integrally joined to a base plate. The base plate lays abutting a structural ground surface with the side legs extending upwardly. The structural beam further comprising a number of horizontally spaced apart, tabs extending outwardly from the side legs. A number of elongate vertical structural beams, act as wall bearing members and have, integrally joined to a further base plate, a further pair of side legs adapted for abutting, at a first end, the first structural beam. Further tabs extend outwardly from the further side legs. Each of the tabs is derived as a cut-out portion of the side legs such that a major surface area of the tabs is positioned vertically or horizontally depending upon how the beam is positioned. A vertical concrete wall abuts the first and the second side legs and is positioned for enclosing all of the tabs for attachment of the beams to the wall.

Abstract: A method and system for forming walls includes a dual-wall cavity. A stud is formed of an outer flange, middle flange and inner flange arranged in an "E" shape configuration. An outer panel attaches to the outer flange, a middle panel attaches to the middle flange and an inner panel attaches to the inner flange. An outer cavity is formed between the outer panel and the middle panel. The outer cavity can be filled with a filler material for providing structural and insulation features. Thereafter, an inner panel attaches to the inner flange for providing an inner cavity. The inner cavity can be used to house utility materials such as plumbing, air ducts, heating and electrical.