Abstract: A construction panel for use in the erection of buildings comprising a panel of castable construction material of predetermined thickness, and having first and second sides; a plurality of structural members, reinforcing the panel on one side, at least some of the structural members comprising a generally linear edge, and a generally zig-zag edge, and a web extending between the linear edge and the zig-zag edge, the zig-zag edges defining apexes, and root portions; the apexes, being embedded in one side of the panel thereby securing at least some of the structural members to the panel; recesses formed in the web extending substantially from the apexes to the root portions; and, generally triangular indentations formed in the web throat portions adjacent to but spaced from the recesses. Also disclosed is a method of constructing a level portion of a building.

Abstract: Concrete structures, such as beams, columns, decks, walls, and the like are reinforced by advanced fibrous composite, concrete reinforcing devices, embedded in concrete, the devices comprising, respectively, at least one continuous band of tow, yarn, or strand of high strength, high modulus, fibrous laminate material having a multitude of very fine structural filaments as laminae bonded together in endless belt formation, such band or bands forming a bar of endless belt formation having at least two length portions extending longitudinally in substantially coextensive spaced relationship as load-bearing tendons, with end portions continuing around opposite ends of the device in unbroken continuity. The tendons of the bar may be either straight or deflected and may be pre-tensioned or post-tensioned. A band may be interlaced as a continuous perimeter, mesh shell.

Abstract: Prefabricated panels are formed by compressing a fiber slurry which may be composed of waste fiber products such as waste paper, cardboard, straw, leaves and grass clippings. The slurry, which may contain waterproofing, fire retardants, anti fungal agents and insecticides, is poured into a press form which contains the framework of a roof panel, wall panel, ceiling panel or floor panel as well as electrical wiring, heating ducts, plumbing or any other desired component. The fiber slurry is compressed to at least 1/4 of its original volume forming a solid dense inner core. This inner core can be covered with wall board, wall board paper, stucco, plaster, cement or stone. A method for locking the panels together is also disclosed.

Abstract: A method of reinforcing a concrete made construction comprising the steps of provisionally disposing a reinforcement member onto a lower surface of a concrete made construction, forming holes at the lower surface of a concrete made construction, and inserting fixtures into the holes to fixate the reinforcement member onto the lower surface of a concrete made construction so that the fixture imparts tension force to the reinforcement member in a plane of the reinforcement member. For instance, a fixture includes a device for applying tension force to the reinforcement member in a plane thereof by moving at least a part of the fixture in a direction perpendicular to the reinforcement member. The invention ensures fixation of a reinforcement member onto a lower surface of a concrete made construction such as a bridge to which repeated live loads are always applied.

Abstract: A modular construction system (10) which is directed toward the construction of structural walls (26). The construction system (10) employs precast wall units (12) and a variety of spacer/tensioning, spacer, tensioning, and extension assemblies (14, 16, 18, and 20). The wall units (12) contain a plurality of cavities (44) and are made of concrete with side walls (36) reinforced with prestressed tension wires (48). In the process of constructing a wall (26), the wall units (12) are stacked one upon the other onto threaded wall bars (24) that extend upwardly from a foundation (22). The spacer/tensioning assembly (14) and the spacer assembly (16) provide alignment during the stacking process and also create mortar joints (52). The spacer/tensioning assembly (14) and the tensioning assembly (18) are utilized in conjunction with the wall bars (24) to tension the wall units (12) onto lower wall units (12) and the foundation (22).

Abstract: A sheet metal structural member for use in the formation of a cast construction panel which member, in turn, comprises a sheet metal web defining a linear edge along one side, and a zig-zag edge along the other side, the zig-zag edge defining wider regions, and narrower regions between the wider regions, and the web extending in a generally triangular fashion from one narrower region through a wider region to the next narrower region, edge formations formed around the zig-zag edge portions of the web and, recesses formed in the wider portions of the web. The apex of each of the wider portions of the web, which may be secured to a construction material to form a panel.

Abstract: A reinforcing assembly for use in structural concrete members, such as slabs, footings, raft foundations, beams, walls and columns, has at least one reinforcing stud having an elongate stem and an anchor head at least at one end of the stem for anchoring the stud adjacent a face of the concrete member, and an elongate support element for mechanically retaining therein the anchor head of the stud. The support element is in the form of a U-shaped trough having a base and sidewalls which hold the stud and confine the concrete about the retained anchor head. The trough decreases the size of anchor head necessary to avoid concrete crushing behind the anchor head and distributes some anchorage forces away from the anchor head. The trough also spaces and positions a plurality of studs in the concrete member.

Abstract: A embeddable mounting device and method for permanently affixing a fixture to a concrete block wall. The embeddable mounting device comprises a first rectangular metal plate member; a second rectangular metal plate member having dimensions equal to the first metal plate; and a pair of vertical spacer members secured between the first inner surface and the second inner surface in a manner to create at least one reinforcing bar and cement receiving cavity between the first and second metal plate members, and in a manner to hold the first and second metal plate members in parallel relationship with each other such that when said first and second metal plate members simultaneously contact a planar surface the first and second metal plate members are both perpendicularly oriented to the planar surface. A method of installing a fixture utilizing the mounting device is also described.

Abstract: A system for attaching fireproofing panels to a poured structure. The panels are made with projecting members. In use, the panels line a form with the projecting members facing inward. When the form is removed, the panels are embedded in the poured structure by virtue of the projecting members. The same bolts are used to secure the panels to the form and to secure the joints between panels after the forms are removed.

Abstract: A reticulated net for use in reinforced concrete construction includes a first plurality of evenly spaced coplanar rods forming an upper rim and a second plurality of evenly spaced coplanar rods forming a lower rim. The rods of the upper and lower rims are laterally offset and connected by triangular waveform connecting rods. Each connected adjacent pair of upper and lower rods, in conjunction with the associated connecting rod, forms an individual truss member. Pursuant to the disclosed method for reinforced concrete construction, to pour a concrete slab, inexpensive permanent concrete forms are disposed within the upper and lower rims of the net. After completion, lower portions of the net remain exposed to facilitate securement of conventional construction elements such as electrical boxes, suspending ceilings, insulation, lighting fixtures, sprinkling systems, partition wall systems, etc.

Abstract: A rebar splice joint embedded in a reinforced concrete structure and having improved seismic resistance is made between a first rebar with an internal thread and a second rebar element having a male thread between a stop shoulder and the end of the rebar. The bar length between the stop shoulder and the male threaded bar end is shorter than the length of the internal thread. The male thread is turned into the internal thread and the first rebar is torqued against the stop shoulder to near the elastic limit of the bars to elastically deform the male and female threads into more uniform contact along their opposing thread surfaces thereby increasing contact area between the threads to reduce or eliminate relative axial movement between the rebars under cyclic axial loading, such as seismic loading.

Abstract: A rectangular reinforcing cage is provided for a cast concrete structure having longitudinal registration tubes at each corner of the cage. An outer reinforcing cage surrounds the registration tubes and a coaxial inner reinforcing cage is supported from the outer cage by a plurality of spacers. Each reinforcing cage has a pair of facing C-shaped mats having straight mats overlapping and connected to the bent ends of the "C" to complete each reinforcing cage. Each end of the C-shaped mats have a smoothly curved transition bend joining a portion perpendicular to the main portion of the mat. Each mat has a layer of longitudinal wires connected to a layer of transverse wires. The longitudinal wires being more closely spaced near the end of each mat than in the remainder of the mat with no longitudinal wires in the transition bend of each C-shaped mat. The longitudinal wires are positioned inside each C-shaped mat and outside each straight mat when a reinforcing cage is assembled.

Abstract: A construction member, preferably a rectangular block (1), for dry walling or the permanent construction of, for example, a wall or partition, where the opposing faces of the blocks (1) body in the form of a strip (3) which fits into the opposing slots (2) of the blocks (1). The slots (2) are V-shaped and the cross-section of the strip (3) is adapted to conform to the cross-sectional opening of the two opposing V-slots (2) for achieving a guiding/locking effect between the adjacent faces of the blocks (1).

Abstract: A space truss is constructed of a pair of plane trusses. Each of the plane trusses is constructed of an upper and lower chord member fixedly connected with each other through a strut member interposed therebetween. The thus constructed plane trusses are oppositely disposed from each other in a condition in which the strut member of each of the plane trusses are interposed between the thus oppositely disposed plane trusses, the upper chord members of the plane trusses are closely disposed together, and the lower chord members of the plane trusses are spaced apart from each other. A sheet steel is fixedly connected to the space truss through a hanging hook to form a composite-type space truss. Any of these space trusses are embedded in concrete in the factory to form a precast reinforced concrerte slab.

Abstract: To make precast concrete sandwich panels, a first concrete slab is formed having embedded in it one end of connectors which extend from it's surface in two directions with the path between the two containing only thermally insulative material, a layer insulative material is positioned adjacent to a central portion of said connectors to form a solid layer and a second layer of concrete is cast so as to receive the upper ends of said connectors. The connectors provide resistance to shear in at least two directions and include insulative high tensile strength members extending in more than one direction between the concrete slabs.

Abstract: A reinforced structural member for connection to a building panel, such as a pre-fabricated building panel used to construct walls, floors and roofs of a building. The reinforced structural member is a two-piece assembly comprising a structural member and a reinforcing member. The reinforcing member is fastened to the structural member such that a plurality of projections extending from the reinforcing member engage the building panel. The reinforced structural member is especially adapted for use with composite or cementious materials, such as concrete. The reinforcing member substantially reinforces the structural member, while the projections on the reinforcing member securely embed within the concrete building panel. A U-shaped track, having projections which embed within the building panel, also may be used to brace the reinforced structural members relative to each other and to the building panel.

Abstract: Shuttering floor slab for the two-phase construction of level concrete plates, which is thin and rectangular or polygonal in shape and contains the bending reinforcement of the final slab, used to form a level monolithic structure by assembly and embedded bonding of an upper layer to conform the final slab, characterized in that its body contains multiple parallel longitudinal passages connected to its upper surface by symetrically located slots placed on the longitudinal parallel axes of the passages, and having interrupted continuity, thus creating an intimate connection between the poured upper layer and the shuttering floor slab, through the material of the upper layer itself when this material enters into the longitudinal passages of the slotted floor slab through the slots in the upper face of said slab.

Abstract: A system of fireproofing panels. The panels are light weight and easy to install. Lap joints are formed between the panels and simply secured with screws. No fireproofing material need be applied over the joints or the screws. In one embodiment, the panels are screwed to a corrugated underlayment. In an alternative embodiment, brackets are used to hold several panels in place around structural members. Also, the panels can be fabricated with a metal foil backing which acts as a radiation shield during a fire.

Abstract: The present invention provides a new and improved refractory brick that provides many distinct advantages over prior art bricks. More particularly, the brick of the present invention facilitates the construction of an integral furnace lining that prevents the dislodgement or movement of individual bricks. The refractory brick of the present invention also provides a continuous refractory lining which affords improved lining lifetimes or furnace campaigns. Each brick comprises a refractory portion and a pair of steel portions. The steel portions are each contained within a recess formed along each of the major surfaces of the brick. The brick is utilized to form a refractory lining within a vessel wherein at least a part of the refractory portion of each brick is in contact with the refractory portion of adjoining bricks and the steel portions of each of the bricks is metallurgically bonded to the steel portions of adjoining bricks so as to provide an integral (monolithic) refractory wall.

Abstract: This is a device for reinforcing a concrete member (1) in compression, comprising at least one bar (3) housed without adhesion in a channel (2) hollowed out in said member. Each of the two ends of the bar is associated with a device adapted to cause it to bear longitudinally on the concrete of the member. One of these two devices, which is associated with at least one (3.sub.1) of the two ends of the bar (3) is a rigid frame (4) housed in a cavity (5) of the member accessible from the outside. The frame is arranged so as to receive in removable manner a thrust generator (7). One side of this frame having the bar end in question passing through it is arranged so as to interact with a unidirectional element (8) serving successively to cause the end to be pushed back by the thrust generator, and then to lock this end with respect to the frame in the direction corresponding to the return of the end into the frame.

Abstract: A composite building panel includes a core of a foamed polymeric insulating material, such as expanded polystyrene, having a plurality of uniformly spaced open box tubes retained in vertical grooves formed in the rear surface of the core by a two-part epoxy adhesive, the tubes being mechanically connected at their ends to one leg of continuousa horizontal channels having their other leg adhesively secured to the core at horizontal slots. The front surface of the core is continuous without seams and may be coated with a variety of exterior insulation finishing system coatings.

Abstract: A panel having several concrete layers and further including a sufficient number of elongated members disposed between the adjacent layers so that the brittle characteristics of the concrete panel are minimized. Inexpensive spacing material is provided to minimize the use of concrete, maintain the weight low and improve its handling characteristics. Utility conduits are provided built in as typically found in building structures as well as reinforcing bars as the architectural design requires. The panels are designed for their ready assembly on site.

Abstract: A deck plate includes a number of trusses arranged in parallel and rigidly secured to a base member, each of the trusses includes one upper reinforcing bar and two lower reinforcing bars arranged to provide a triangle transversely, and two corrugated reinforcing bars each having a series longitudinal triangle waves and adapted to be rigidly secured to the upper reinforcing bar and to the corresponding lower reinforcing bar respectively, so that the truss has a triangle shape transversely and can stand independently.

Abstract: A sheet metal structural member for use in the formation of a cast construction panel which member, in turn, comprises a sheet metal web defining a linear edge along one side, and a zig-zag edge along the other side, the zig-zag edge defining wider regions, and narrower regions between the wider regions, and the web extending in a generally triangular fashion from one narrower region through a wider region to the next narrower region, edge formations formed around the zig-zag edge portions of the web and, attachment devices at the apex of each of the wider portions of the web, which may be secured to a construction material. Also disclosed is a construction panel incorporating such structural members, and a method of fabricating such structural members in pairing, and a method of building construction utilizing such structural members.

Abstract: The invention provides a construction element having a front face (1), a back face (2), a top face (3), a bottom face (4) and end faces (5) and (6). Each of the top (3), bottom (4) and end faces (5) and (6) contains a channel (7) having side walls (8) joined by a base (9) and arranged so as to surround the periphery of the construction element. An aperture (12) is formed between the top face (3) and bottom face (4). The aperture (12) is hexagonal in cross-section. In each channel (7), each side wall (8) forms an angle of 120 degrees with the base of channel (7).

Abstract: A method is provided for lining furnace walls with cement-like monolithic insulation linings wherein a plurality of wire hanger devices are welded to the furnace wall to be insulated in a predetermined spaced array with each of said studs having a free end projecting outwardly from the furnace wall;mounting a plurality of elongated stud extender members having a radial stop flange mounted thereon on the free ends of a portion of the end welded studs secured to the furnace wall with the free ends thereof projecting perpendicularly from the furnace wall and the radial stop flange disposed so as to provide a bearing surface with a substantially uniform level of spacing from the end mounted on the furnace wall;attaching a planar panel over a plurality of the elongated extender members projecting from the furnace wall and supporting the same on the extender members with the panel bearing on the radial stop flanges mounted on the stud extender members spaced from and substantially parallel to the furnace wall to be

Abstract: A pre-fabricated cement or concrete panel and an improved system for building construction using such panels is provided. The concrete panel has a threaded tubular connector (concrete insert) imbedded therein for receipt of a bolt. The tubular connector has a head portion, a spaced flange portion and a tubular bolt receiving body portion for receipt of the securing bolt. The flange is securely attached to the tubular bolt receiving body by any convenient method such as welding or crimping. Reinforcement bars are imbedded in the panels on each side adjacent to the periphery of the panel. The flange is placed at a predetermined position between the head and the open end of the bolt receiving body. The predetermined distance between the flange and the head is dependent on the diameter of the reinforcement bars.

Abstract: A dampness-removing constituent unit for masonry systems, which is intended both for reclamation and for the prevention of dampness formation, in particular of rising dampness. The unit is made up of brick, tile or concrete, and consists, in succession from its upper surface, of a first layer of homogeneous brick or tile material, a layer of resin material, a second layer of brick or tile material and having a continuous top portion and a lower portion in which alternate longitudinal holes are provided which have in their upper portion longitudinal metallic bars (inserted into the constituent unit or connected to the same by supporting members) which are intended for priming the electroosmotic phenomenon.

Abstract: An insulated structural wall panel includes a monolithic concrete shell poured to conform to a structural reinforcing grid embedded in the shell with insulation panels fixed within the grid spaces. The layers of concrete which sandwich the insulation panels are rigidly tied together by use of tie rods extending through the insulation panel. This monolithic construction results in a lightweight panel with superior structural qualities, the concrete, the reinforcing grid and the insulation panels having been blended together into one homogeneous member. The panel may incorporate extraneous assemblies including doors, windows, vents, pipes, electrical junction boxes and the like. The reinforcing grid may also include various adaptive devices for suitable attachment of the concrete wall panel to concrete footings, floor slabs, roof members, temporary supports and the like.

Abstract: A pre-cast concrete panel and joist assembly and a method for forming and constructing this pre-cast concrete panel and joist assembly used as a wall member, comprising the steps of creating a mold to receive wet concrete, positioning reinforcing members, joist attachment plates and weld plates within the mold, pouring wet concrete into the mold, embedding anchor members in the concrete, attaching joists to the concrete panel, and attaching bridging members between the joists and the concrete panel. The joists may be constructed with or without an exterior chord.

Abstract: A multi-cellular, multi-purpose lattice is constructed from a matrix of elongated members which interdect at 3-dimensional joints at which the members interlock to define a completely rigid joint without the use of fasteners or adhesives. Specific implementations of the invention include an equipment support structure and a bridge. Other refinements to the basic lattice construction include diagonal braces, the narrowing of the elongated members between joints for weight considerations, the radiused treatment of member edges and notches, and other details of construction.

Abstract: The invention relates to a building panel constructed in layers, including main layer with a mixture of binder and reinforcing additive, and at least one further layer which can be a facing and/or intermediate layer, the further layer including a reinforcement and a binder. The formation of a homogeneous transitional layer betwee the main layer and the further layer insures that the composition of the components of the individual layers changes gradually so as to provide a stable multilayer panel which was improved elastomechanical properties.

Abstract: Composite building panels comprising a slab of cementitious fiber reinforced material and a stud framework keyed thereto. The studs have a flange which abuts the inner surface of the slab, and a plurality of tabs which project downwardly from the flange to key the stud. Adjacent tabs are axially spaced apart, and may also be transversely staggard, to reduce the incidence of cracking of the slab, and may be upset from the flange material. The slabs may be relatively thin i.e. 2 cms. The tabs may also serve to retain rod or mesh reinforcement in thicker slabs.

Abstract: A process for manufacturing a multilayer building panel in which one layer s a main layer comprising a binder and a reinforcing additive, and another layer contains a binder and a reinforcement such as a mat includes depositing the various layers such that one layer is deposited with an excess of water for hardening, and another with a deficiency, so that the water is caused to migrate between layers and creates a transition layer providing a gradual and continuous transition in composition between the layers.

Abstract: Cement mortar matrix and product are formed which are reinforced with a resin-impreganted twist-woven (Karami-ori) network of fibers which are oriented in the cement mortar in the direction of the maximum tensile stress yielded by the bending moment.

Abstract: A concrete footer block and foundation system formed therefrom for a concrete block wall is provided and comprises a plurality of elongate concrete masonry footer blocks positioned in side-to-side abutting relationship along an axis parallel to the concrete wall to be supported by the foundation system. The footer blocks include an enlarged triangular cavity therein which extends across the footer block and downwardly into at least the middle portion of the block. The cavity is open on each side of the block as well as at the top surface thereof and has a bottom surface which is parallel to the bottom surface of the footer block and includes a plurality of spaced-apart first support ribs extending across the block and at least one second support rib extending perpendicularly to the first support ribs and parallel to the lengthwise direction of the footer block for supporting, respectively, reinforcement wire and reinforcement rods thereon in spaced-apart relation from the bottom surface of the cavity.

Abstract: A lane barrier system comprises a plurality of pivotally interconnected modules adapted to be transferred on a roadway. Each module has sidewalls that taper upwardly and inwardly to intersect a T-shaped upper portion having undercut surfaces extending laterally outwardly from a central vertical axis of the module and past critical impact points on the module. The sidewalls and undercut surfaces are configured to aid in the precise deflection, guidance and "capturing" of the bumper of a passenger vehicle or light duty truck when the bumper impacts the module to prevent the vehicle from catapulting over the system. A reinforcement assembly is encased within a concrete casting of each module. Each adjacent pair of modules are pivotally connected together to permit them to elongate or contract to assume a composite varied length different than a normal, nominal length when a load is imposed thereon and to automatically return to their nominal length when the load is removed.

Abstract: A poured concrete modular element is disclosed for supporting a roof or the like whereby a plurality of the modular elements may be interconnected in a novel manner and connected with the covering to form a monolithic element. The modular element comprises a rectangular shaped member having side faces of substantially equal length whereby the corners of the side faces are each provided with circular concave inwardly recesses. Extending outwardly from the recesses are circular members. Approximately centrally located in each side face are two vertically spaced holes and centrally disposed openings are provided in each recess. The modular elements may be interconnected at their corners by inverting one element with respect to the element and placing a fastening element through the then aligned openings. Concrete may be poured in the cylindrical opening formed by the corners of two adjacent modules to connect together the modules.

Abstract: A retaining wall system is made up of standardized posts and face panels formed of a polymeric cementitious material which are reinforced by a lattice-like polymer grid embedded in the posts and panels during their formation. Similar lattice-like polymer grids are mechanically attached to the grids embedded in the panels to project horizontally from the panels and to be embedded in earth fill at one side of the wall to permanently anchor the wall in position.

Abstract: This invention is characterized by a concrete panel having tiles driven on the surface and carbon fibers mixed in the base material concrete and further including reinforcing iron materials being electrically isolated by a layer of material from the carbon fibers imbedded in the body of concrete. Said layer of material preventing corrosion of the iron materials.

Abstract: There is disclosed a longitudinally flexible reinforcing member built up from a plurality of conjoined layers having interstices therein and formed from steel wire or similar material. The members are preferably of plank-like form, and are particularly suitable for reinforcing a mortar lining to a sewer.

Abstract: A concrete skirting system for a prefabricated structure, such as a modular prefabricated home, comprises a plurality of rectangular precast concrete skirt modules. Each module consists of a rectangular panel extended upward from an integral footing. The panel is of thin, reinforced concrete construction with integral ribs on the inner panel surface which faces into the crawl space beneath the structure. The modules are provided with rabbeted side edges which form a rabbet joint when adjacent modules are installed beneath the lower peripheral edge of the structure. A concrete mold is provided to produce the precast modules.

Abstract: A structure having a polygonal base and sloping sides forming a frustrum includes a load bearing outer skin which contains an inner assembly and an outer assembly. Both the inner and outer assemblies include a skin plate member which is stiffened by stiffeners welded to one side of the skin plate member. The stiffeners are located at spaced intervals from each other and are disposed substantially perpendicular to the skin plate member. The inner and outer assembly are placed substantially parallel to each other to form a composite structure having an internal cavity defined by the inner and outer plates. The stiffeners of the inner assembly and the outer assembly are disposed in the cavity at a spaced relation to each other and extend partly into the cavity. A cementitious material substantially fills the cavity thereby completing the load bearing outer skin structure. The stiffeners may be flat steel plates or may have the profile of structural shapes such as angles or T's among others.

Abstract: There is disclosed a reinforcing mat for use in the production of a ferro-cement structure. The mat comprises outer layers of spaced rods or wires having further layers of wire mesh therebetween. The rods or wires of the outer layers are welded together at their crossing points to secure the further layers therebetween.

Abstract: A structural system and components for housing or other structures and their methods of production. Panel members serve as structural elements or as filler members or both, and in some applications can be removed. The panel members are provided with mesh on one or both sides of a heat insulation core member with the mesh being welded or otherwise affixed to I-beams or reinforced concrete reinforcing steel to form a continuous structural solution. Roof panels are provided which are similar to that of the vertical walls, and the mesh on the upper surface is firmly affixed to both the columns and the reinforced concrete perimeter beam, affording a finished structure of great structural integrity. In all cases, the panels allow pouring of concrete around previously installed, reinforcing steel, allowing a final reinforced concrete structure similar to that constructed conventionally, but eliminating the extensive forming labor connected therewith.

Abstract: A structural rod for reinforcing a mass of concrete material is formed of a non-metallic non-electrically conductive cylindrical core composed of a plurality of fibers oriented in the longitudinal axis and bound to each other by a thermosetting resin; the rod also includes embossments formed of a plurality of continuous fibers helically wound on the core and impregnated with a thermosetting resin; these embossments define a mechanical anchorage with the concrete material.

Abstract: Rebars to be embedded in a monolithic concrete structure are spliced together; also deformed rebars are spliced together across an expansion joint or construction joint between two or more monolithic concrete pours in that one rebar is provided with a threaded receiver barrel, possibly having a flange, and into which is introduced the, preferably, expanded and threaded end of the other rebar; no third splicing element is involved. Short rebars with a receiver at one end can also serve for defining anchor points in the outer surface of a concrete structure.

Abstract: A building block comprising a monolithic matrix of polymer concrete with a row of rectangular steel tubes embedded in the polymer matrix and totally filled by the polymer matrix, and woven fiberglass sheets embedded in the polymer matrix between the upper surfaces of the tubes and the upper surface of the matrix and between the lower surfaces of the tubes and the lower surface of the matrix.

Abstract: A prefabricated building system comprising a plurality of prefabricated panels. Each panel comprises a formed body of insulating material having a top, bottom, sides and a front face and back face. At least one hollow tubular load bearing member is embedded in the body intermediate the sides and faces thereof and extend vertically between the top and bottom. The tubular load bearing members have a slot in the top and bottom thereof, the slots having their axes generally parallel to the front and rear faces of the body. A bottom member is provided along the floor and has an upstanding flange extending into the slots at the bottom of the tubular member and a top member extends along the top of the panels and has a flange extending downwardly into the slots in the tops of the tubular load bearing members. The load bearing members have a length greater than the length of the body so that vertical loads are not transmitted to the body.

Abstract: Reinforced facings, including reinforcing webs entrained in hydraulic cement via a slurry bath, adhere to a nailable lightweight aggregate cementitious core to form a panel web. The reinforced web is formed on abutting conveyed carrier sheets, and the web is transversely cut, between the sheets, while moving or when stopped, in response to sensing of the sheets. The cut panels, on respective sheets are stacked for curing without damaging the panel edges and in a manner to minimize panel flex. Slurry bath, facing applicators, and cutter and stacking apparatus are included.