Abstract: A dry process connected energy-consuming beam column joint based on a corbel includes a prefabricated concrete corbel column, pre-buried steel plates and connecting steel plates, wherein the corbel section of the prefabricated concrete corbel column is stepped, and a notch section of a prefabricated concrete notch beam is matched with the stepped section of the corbel and is in lap joint to the stepped section; the pre-buried steel plates are separately pre-buried on the upper and lower surfaces of the corbel and the prefabricated concrete notch beam, friction plates are arranged outside the pre-buried steel plates, and slight tooth spaces are arranged on the sides, facing the pre-buried steel plates, of the friction plates; and the connecting steel plates are arranged on the left and right sides of the prefabricated concrete notch beam and the corbel lap joint section.

Abstract: The reinforcing panel for reinforced concrete structures comprises a plurality of sticks (2) suitable for being arranged parallel to each other through a panel (12) of insulating material. The sticks (2), near the opposite ends (20), have a corresponding pair of slots (4, 5) protruding bilaterally in use from said panel (12) of insulating material. The slots (4, 5) are suitable for engaging and retaining reinforcing metal wires (6) on orthogonal planes.

Abstract: The invention comprises a product. The product comprises a composite panel comprising a foam insulating panel having a first primary surface and an opposite second primary surface, and a first layer of a polymeric elastomeric material on the first primary surface such that at least a portion of a first layer of reinforcing material is at least partially embedded in the polymeric elastomeric material. The composite panel also comprises a fastener for attaching the composite panel to a framing structure, wherein the fastener comprises a washer and wherein at least a portion of the first layer of a polymeric elastomeric material and the first layer of reinforcing material are disposed between the washer and the first primary surface. A method of making and using the composite panel is also disclosed.

Abstract: The present invention includes a method and a unit for a masonry wall system, each unit comprising a face shell wherein the interior surface has a transverse axis running from the top surface to the bottom surface of the face shell, and one or more webs having a front end and a rear end, wherein the rear end of each web is integral with or attached to the interior surface of the face shell along the transverse axis. The method for wall construction further comprising positioning one or more vertical reinforcement rods or tendons with one end embedded in a wall-foundation and laying a layer wall units on the wall-foundation such that the one or more webs of the layers of wall units are aligned, and the vertical reinforcement rods or tendons run through or are adjacent to the webs of the wall units.

Abstract: A cryogenic liquid storage tank includes a base plate and side wall extending upwardly. The base plate and side wall include an outer leaf enveloping an inner leaf. The outer leaf part of the base plate includes a lower, outer leaf concrete bottom plate on a substrate. The bottom plate is continuous with an outer leaf reinforced concrete layer of the outer side wall. An inward surface of the bottom plate and concrete layer of the outer leaf are lined with a continuous outer leaf metallic membrane. A bottom insulation layer is arranged above the outer leaf metallic membrane on the bottom plate. The inner leaf includes an inner leaf concrete bottom layer on the bottom insulation portion. The inner leaf metal membrane is lined with an inner leaf inner concrete layer. The outer leaf hoop stress reinforced outer concrete wall supporting an insulated dome structure.

Abstract: The invention comprises a product. The product comprises a foam insulating panel, the panel having a first primary surface and an opposite second primary surface, wherein the foam insulating panel defines at least one recessed channel in the first primary surface, the at least one recessed channel being sized and shaped to provide a mold for a structural reinforcing member. The product also comprises a concrete panel formed on the first primary surface and filling the at least one recessed channel so as to provide a structural reinforcing member for the concrete panel. The product further comprises an elongate anchor member in the foam insulating panel and extending from the first primary surface of the foam insulating panel into the concrete panel. A method of making a composite reinforced insulated concrete structure is also disclosed.

Abstract: Described is a method for making façades of buildings, comprising the following operations: fixing on an external wall (6) of a building a plurality of support elements (2), each projecting from the wall (6) and equipped with an insulating sleeve (4); applying and bonding to the wall (6) a plurality of insulating panels (15) made of expanded polystyrene, letting terminal ends (14) of the support elements (2), each surrounded by the respective insulating sleeve (4), protrude beyond the insulating panels (15); putting on the insulating sleeves (4) a plurality of bearing panels (16) made of fibre cement; applying and bonding the bearing panels (16) on the insulating panels (15); constraining a plurality of discrete finishing elements (23), such as stone slabs or tiles, to the bearing panels (16).

Abstract: A conduit for the formation of pervious pavement includes a first portion and a second portion joinable to the first portion. The first portion includes a pair of first receiving notches and a pair of third receiving notches oriented perpendicular to the first receiving notches. The second portion includes a pair of second receiving notches and a pair of fourth receiving notches oriented perpendicular to the first receiving notches. When the first and second portions are joined to one another, the pair of first receiving notches cooperates with the pair of second receiving notches to define a pair of first attachment openings for receiving a first structural member of a reinforcing mesh, and the pair of third receiving notches cooperates with the pair of fourth receiving notches to define a pair of second attachment openings for receiving a second structural member of the reinforcing mesh.

Abstract: A conduit for the formation of pervious pavement includes a first connector and a second connector joinable to the first connector. The first connector includes a pair of first receiving notches. The second connector includes a pair of second receiving notches oriented perpendicular to the first receiving notches. When the first and second connector are joined to one another, the pair of first receiving notches cooperates with the second connector to define a pair of first attachment openings for receiving a first structural member of a reinforcing mesh, and the pair of second receiving notches cooperates with the first connector to define a pair of second attachment openings for receiving a second structural member of the reinforcing mesh. First and second tubes are inserted into the first and second connectors to complete the conduit assembly.

Abstract: A structural insulated panel includes a core of thermally insulating material having a first side and a second side opposite the first side, a first skin coupled to the first side of the core, and a second skin coupled to the second side of the core. The first skin, the second skin, or both the first and second skins may include a sheet of reinforced concrete material. Each sheet of reinforced concrete material may include calcium sulfoaluminate (CSA) cement and a reinforcing material disposed in at least a portion of the CSA cement.

Abstract: A composite building construction system comprising a frame, an expanded wallboard, and a concrete layer. The wallboard comprises an outer portion and inset portion wherein the wallboard is attached to the frame with the outer portion covering an exterior side of the frame and the inset portion is disposed within the frame. The wallboard thus provides exterior and interior insulation for the system. The concrete layer is sprayed on to the outer portion of said wallboard, forming a strong durable composite construction system. One or more rebar supports may be attached to the frame at the exterior side by key bolts and are spaced apart from the wallboard. A wire grid may be attached to the key bolts whereby the grid and the rebar supports provide a support structure for the concrete layer. The frame comprises steel and the wallboard comprises insulative expanded polystyrene.

Abstract: A new prefabricated wall panel is the basic unit of a new, more efficient and stronger wall system. The wall panel is manufactured from a plurality of foam sections sized to leave vertical and horizontal voids into which concrete is later poured, each foam section having an inner and outer surface and two sides; and a plurality of fastening strips. The fastening strips are longitudinal metal strips being situated between the sides of two foam sections. Each fastening strip has two longitudinal fastening strips projecting perpendicularly to the longitudinal fastening strip and the fastening strips being adjacent to the outer surface of the two foam sections.

Abstract: An insulation insert panel for use with an ICF block having a pair of opposed panel members and a plurality of tie members extending transversely therebetween, the insert panel including a plurality of spaced apart slots extending along the length thereof for mating with the tie members associated with the ICF block into which it is being inserted, each slot including at least one notch located in the vicinity of its terminal end portion for receiving at least one crossbar member associated with each tie member when the insert panel is fully positioned within the ICF block.

Abstract: A thermally insulated building brick (1) and a method for production thereof, wherein the brick comprises a structural body (2) with at least one cavity (8) and an insulating filling (3) arranged in the cavity. To provide a brick with high insulation value suited for mass production, the insulating filling comprises an insulating material arranged in a leading-in sheath.

Abstract: A shaped insulation insert, an insulated concrete wall structure, and a method of producing same is disclosed. The insert is to be embedded in a concrete wall and comprises an elongate, rigid foam insert including an integrally formed base section and cap section symmetrically disposed on the base section. The elongate insert has a length sufficient to form a vertical interior surface expanse of the concrete wall, and flat side surfaces that are sufficient to enable a plurality of inserts to be placed horizontally side-by-side to form a horizontal interior surface expanse of the concrete wall. The insert includes opposed end sections extending from outer ends of the intersection of the cap and base sections to an outer edge portion for disposing adjacent inserts in the concrete wall. The insulated concrete wall structure comprises an interior section including an inner insulation portion effective to produce a saving of concrete.

Abstract: A mesh assembly for the formation of pervious pavement is disclosed. The mesh is defined by a plurality of elongated structural members. The mesh has a first side and a second side. A plurality of conduits are coupled to and extend through the mesh. Each conduit has a first end defining a first opening, a second end defining a second opening, and a passageway extending between the first opening and the second opening. The plurality of conduits each have at least one of the elongated structural members extending through a sidewall of the conduit such that the first opening is positioned on the first side of the mesh and the second opening is positioned on the second side of the mesh.

Abstract: Improved concrete form insert assemblies (20) are provided for use in the construction of thermally insulated poured concrete sandwich wall structures (22). The insert assemblies (20) include a central sheet (32) of insulative material such as synthetic resin foam, which is preferably encapsulated by a sheath (78) to enhance the structural integrity of the sheet (32). A pair of reinforcing bar assemblies (46, 48) preferably made up of welded-together horizontal and vertical bars (50, 52) are respectively positioned adjacent the side surfaces (34, 36) of the sheet (32). The bar assemblies (46, 48) are secured to sheet (32) by means of connector elements (54) extending through the sheet (32) and presenting oppositely outwardly extending, apertured segments (56, 58).

Abstract: An architectural concrete structure and a wall system formed with a plurality of architectural concrete structure wherein each block has first and second cement sections spaced apart and joined together with steel reinforcing bars and tubular members filled with cement. The first and second sections have parallel outer wall surfaces and inner wall surfaces which taper outwardly in an upward direction. Foam insulation is secured to each of the tapering wall surfaces, which insulation members define a tapered passageway extending through the length of the structure.

Abstract: A thermal barrier includes a thermal insulating block, a layer of ultra-high performance fibered concrete integrated with the block, reinforcements embedded in the layer of ultra-high performance fibered concrete, the reinforcements protruding from the ultra-high performance fibered concrete on either side of the block. Embodiments of the invention further provides a building that includes the barrier, a process of manufacturing the barrier and a manufacturing process of the building.

Abstract: A concrete lid for an in-ground utilities box includes a plastic reinforcement structure filled with concrete. The plastic reinforcement structure includes one or more plastic sidewalls that protect the edges of the lid from damage. The upper and lower surfaces of the lid are exposed concrete (with the exception of the upper and lower edges of the one or more plastic sidewalls). The one or more plastic sidewalls laterally surround a plastic reinforcement grid, which is centrally located between the upper and lower edges of the one or more plastic sidewalls. The one or more plastic sidewalls can be integrally formed with the plastic reinforcement grid. The plastic reinforcement grid reinforces the concrete lid, eliminating the need for separate reinforcement material. Support struts can be used to support the plastic reinforcement grid while wet concrete is being poured into the plastic reinforcing structure.

Abstract: A cast architectural element is provided, including a stone shell having front, end, side and rear walls defining an internal cavity, the rear walls defining a rear opening. A core is disposed in the internal cavity, and at least one attachment clip is provided having a first portion extending from the shell, and a second portion engaged in the core. A layer of mesh is disposed upon the core and the second clip portion, and a settable filler layer is disposed upon the mesh in the rear opening, such that upon setting, the filler retains the clip in position.

Abstract: A construction element for heat insulation between two construction parts, in particular between a building part and a protruding exterior part, is provided, and includes an insulating body (2) to be arranged between the two construction parts with reinforcement elements (4, 5, 6) that can cross it and that can be connected to the two construction parts, with at least shear force rods (6) being provided as reinforcement elements. The construction element is here adjusted for the installation in passively energy conserving houses such that the insulating body is provided with a protrusion (3), which includes open recesses (7) for the upper exit sections (6f) of the shear force rods (6) that extend out of the insulating body, and extend in the direction of the supporting building part to the area of the horizontally protruding shear force rod sections (6a) so that it laterally overlaps the bent shear force rod sections (6d) in their entirety.

Abstract: An insulated building block having a three-section configuration wherein a first cementitious segment containing the internal core hole of the block is interlocked with second cementitious segment by a serpentine configured insulated insert. The insulation insert is operatively arranged to have multiple lips that mate with various indented ledges on each of the other segments in a location proximate to the surface of the cementitious segments. The insulating insert is also configured with wedge holes that accommodate wedges which press into the installation to maintain continuity of the block. The insulation insert has groves that in combination with the other segments form a trough in fluid communication with weep holes which extend through the insulation insert which allows for condensation and seepage of water to drain from the block.

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: The invention relates to a pre-fabricated wall piece (1) for the construction of buildings, comprising an inner wall (4) and an outer wall (3) made from concrete, connected to each other by means of reinforcements (2) and with a cavity (5) between both walls (3, 4) for subsequent filling with concrete. The inner side (6) of the outside wall (3) facing the inner wall (4) further comprises a thermal insulation layer (8) for reduction of the heat transfer between the walls (3, 4). The pre-fabricated wall piece is characterized in that the reinforcement (2) connecting the outer wall (3) and the inner wall (4) comprises U-shaped connector pins made from steel, retained by the web thereof in the outer wall (3), and a lattice-beam reinforcement (9) that projects into the cavity (5) from the inner side (7) of the inner wall (4) facing the outer wall (3).

Abstract: Disclosed is a three dimensional building element having outer shells formed from cementitious compositions having different densities. The outer shell forming the exterior portion of the building element has a density greater than the interior shell to provide structure strength. The interior shell is formed from a lower density cementitious compound to provide an interior wall portion of a structure with a smooth finished appearance. The lower density of the interior cementitious compound enables the interior shell to obtain a smooth finished appearance without the need to apply various secondary coatings such as plaster or drywall.

Abstract: A thermal barrier includes a thermal insulating block, a layer of ultra-high performance fibered concrete integrated with the block, reinforcements embedded in the layer of ultra-high performance fibered concrete, the reinforcements protruding from the ultra-high performance fibered concrete on either side of the block. Embodiments of the invention further provides a building that includes the barrier, a process of manufacturing the barrier and a manufacturing process of the building.

Abstract: Wall made of concrete or similar materials built from an unfold formwork integrated in the wall and including two formwork walls (8,8?,10) placed face to face and connected by connecting elements (1) articulated to the formwork walls by stiffeners (2) attached to the formwork walls. The interval between these formwork walls after being unfolded is filled with a filler (7) such as concrete. At least one of the formwork walls includes a casing (11,12) of concrete, mortar or similar, surcharged in relation to the stiffeners (2) and to the articulated connecting elements (1). This casing (11,12) is placed outside and/or inside the formwork wall, the stiffeners (2) and the articulated connecting elements (1) and the formwork wall 8 when it is coated forming an inner reinforcement of the wall submerged in the wall and covered by said casing. The use of separated stiffeners, which must be inserted before pouring the concrete, is thus avoided or highly reduced.

Abstract: Building element having two parallel welded wire grid mats (1, 2), of straight web wires (7) which hold the wire grid mats at a predetermined distance apart and are joined at each end to the two wire grid mats. An insulating body (8) is arranged between the wire grid mats, through which the web wires pass. At least one of the wire grid mats is in the form of a grid reinforcement mat which possesses a minimum strength of the weld nodes which complies with the static requirements applicable to the building element, corresponding mechanical strength of the grid mat wires (3, 4) and also corresponding diameters and mutual spacings of the grid mat wires. The web wires are arranged in predetermined directions relative to the wire grid mats, and the insulating body is held at a predetermined distance from each of the wire grid mats.

Abstract: Structural panels are provided which utilize commercially available components and a cost effective method of fabrication. The structural panels include commercially available trusses, fillers positioned between and aligned with the trusses and sandwiched to form a solid panel core, and commercially available wire mesh substantially covering opposing side surfaces of the panel core and attached to the trusses with wire to hold the panel core together. The trusses include generally parallel rods and wire bent around the rods in a zigzag configuration. The fillers may include a foamed filler such as solid foamed plastic or solid foamed glass. Alternatively, the filler may include a stabilized organic material. A commercially available lathing member may also be imbedded into the structural panel. The structural panels are fabricated by aligning the fillers and trusses in an alternating sequence. The alternating masonry reinforcement trusses and fillers are then pressed to form a panel core.

Abstract: Building element having two parallel welded wire grid mats (1, 2), of straight web wires (7) which hold the wire grid mats at a predetermined distance apart and are joined at each end to the two wire grid mats. An insulating body (8) is arranged between the wire grid mats, through which the web wires pass. At least one of the wire grid mats is in the form of a grid reinforcement mat which possesses a minimum strength of the weld nodes which complies with the static requirements applicable to the building element, corresponding mechanical strength of the grid mat wires (3, 4) and also corresponding diameters and mutual spacings of the grid mat wires. The web wires are arranged in predetermined directions relative to the wire grid mats, and the insulating body is held at a predetermined distance from each of the wire grid mats.

Abstract: The present invention is a synthetic-core construction panel having a polyurethane core encased by a metal grid. The grid system comprises a first series of metal bars disposed in parallel to each other, equally spaced apart around the circumference of the core; a second series of metal bars, disposed in parallel to each other and perpendicularly to the first series of metal bars, equally spaced apart, are also disposed around the circumference of the core; and a plurality of diagonal cross-member reinforcements welded at their edges to each connecting point between the first series of metal bars and the second series of metal bars. The metal grid serves as a surface accepting masonry/plaster as a finish for the panel after installation. An apparatus for making the synthetic core construction panels is also described and claimed.

Abstract: A structural panel is formed of an isogrid web. The structural panel has a flat face covering one open side of the isogrid web and four sidewalls forming the edges of the isogrid web, The flat face and the sidewall form, in combination, an open topped box like structure. The isogrid web has a first plurality of ribs oriented vertically thereby providing columnar support for the structural panel and a second plurality of nibs oriented transversely at an angle to the first plurality of ribs thereby providing lateral support for the structural panel. The first plurality of ribs and the second plurality of ribs form, in combination, a pattern of repeating isosceles triangles thereby forming the isogrid web. The first plurality of ribs and the second plurality of ribs meet at a third plurality of nodes forming the vertices of the isosceles triangles.

Abstract: This invention is a building technique with multiple applications that addresses many known needs in a vast marketplace that far surpasses existing technology. Energy savings alone is an extremely important worldwide issue that has not been addressed by other building techniques today, as it should have been. Today, Americans are dependent upon the radical and unstable oil producing nations for our energy. This trend is unwise and extremely dangerous to the peace of our nation. Measures must be taken now to slow down the depletion of natural energy resources. This process is a cutting edge, innovative technological building system that produces the highest energy efficiency in addition to fire protection, termite protection, moisture protection, sound resistance and wind resistance possible at a cost comparable to wood, block or steel construction.

Abstract: The disclosure is for a method and apparatus for constructing a concrete wall with a single pouring of concrete. The mold for the pouring of the wall is formed essentially of plastic foam insulation which remains attached to the finished wall to serve as thermal insulation. The wall structure is therefore self jigging and requires no elaborate mold structure or any time or labor to remove the finished wall from the mold.

Abstract: A reflective insulation system. The reflective insulation system includes a reflective layer such as aluminum, a layer of fiberglass, and a layer of vapor retarding material. A first side of the layer of fiberglass is bonded to the reflective layer by a deposit of hot melt glue. The second side of the layer of fiberglass is bonded to the layer of vapor retarding material by a second deposit of hot melt glue. The vapor retarding layer may be a plastic material, such as polypropylene or a reflective material, such as aluminum.

Abstract: A prefabricated concrete panel for building floors in civil or industrial structures, comprising a concrete body with a reinforcement provided with portions which protrude from one of the larger faces of the body of the panel which constitutes extrados of a floor and are designed to be embedded in the casting of the topping of the floor. At least one first shaped sheet is provided inside the body of the panel, is made of thermally insulating material, is interposed between the two larger faces of the panel body and forms, between the two larger faces of the panel body, a ventilation chamber which is composed of a plurality of mutually connected cells.

Abstract: A reinforced concrete panel is formed by embedding a stretched steel chain link mesh unit within concrete. The panel can be used to form a building or a flood dyke, or an earth reinforcing wall. The earth reinforcing wall is formed by digging a trench in the soil. Vertical posts are positioned in the trench, the posts spaced apart by a distance corresponding to a width of a panel. The panels are lowered between adjacent pairs of posts, and the edges of each panel slide within grooves formed in the posts. Finally, the trench is filled with concrete to encase the panels and posts.

Abstract: The present invention relates to an improved casting process of mass producing complete lightweight cementitious house walls. More specifically, the invention relates to the manner in which thin cementitious skins are separately cast on either face of the wall against a sub-assembly of thick panels of insulation material shaped and located in a manner to control the movement of displaced cementitious fluid so that the exposed top and bottom chords of small vertical structural trusses, sandwiched between these the panels of insulation and other perimeter reinforcing members are encased with the least amount of cementitious material. The size and strength of each wall component can be varied to achieve the specific characteristics of the wall. Smooth or textured faces in the casting beds reproduce whatever profiles are of required on the finished walls. Accurate window and door openings are cast in such a manner as to eliminate the need for trim.

Abstract: A masonry wall system is disclosed incorporating a plurality of courses of masonry blocks, each block has vertical and horizontal interlocking structures with mating surfaces (11, 15, 16, 17). The main block, has a stabilizing slot. Metal reinforcement tendons are inserted into these stabilizing holes (14) at predetermined intervals and connected to the wall at the top and bottom. Corner blocks (26) are employed to connect the walls at right angles and are used in alternating configurations to staggered the vertical joints from course to course. This is also done with the main blocks. The predetermined tolerances between the masonry components and the reenforcing tendons permit the wall to have a fluid property. Forces such as settling, hydrostatic pressure and seismic disturbances are then automatically absorbed and systematically distributed across the entire wall. When all of the masonry components reach the end of their tolerance, the wall locks up as a solid interconnected mass.

Abstract: The present invention relates to an improved casting process of mass producing complete lightweight cementitious house walls. More specifically, the invention relates to the manner in which thin cementitious skins are separately cast on either face of the wall against a sub-assembly of thick panels of insulation material shaped and located in a manner to control the movement of displaced cementitious fluid so that the exposed top and bottom chords of small vertical structural trusses, sandwiched between these the panels of insulation and other perimeter reinforcing members are encased with the least amount of cementitious material. The size and strength of each wall component can be varied to achieve the specific characteristics of the wall. Smooth or textured faces in the casting beds reproduce whatever profiles are of required on the finished walls. Accurate window and door openings are cast in such a manner as to eliminate the need for trim.

Abstract: A building block, and a system and method for constructing a building envelope using a plurality of building blocks, roof panels, and trusses. Each building block may be pre-fabricated and stacked upon one another at the construction site. The blocks and roof system may be rigidly coupled together to form a building using a plurality of connecting lines placed through conduits within each building block. The connecting lines are tensioned to couple each building block to an adjacent block, foundation, and roof system of the building. Each building block includes a core which is preferably insulating, and has a pair of opposing surfaces. A plurality of cross struts are placed through the core with ends protruding from each surface. Conduit preferably attaches substantially perpendicular to each cross strut, and preferably substantially parallel to the core surfaces to retain a rigid structural panel formed about the conduit.

Abstract: A sealing plate for use with a building, the building having an inner wall structure, an air impermeable sheet material for covering the inner wall structure and defining an air impermeable barrier, an insulation material on top of the sheet material and an outer wall structure outside of the insulation material uses a wall tie mounted on the inner wall structure and to attached to the outer wall structure for support. The wall tie has a first plate portion which is vertically mounted on the inner wall structure, a second plate portion connected to the first plate portion and extending therefrom inserted vertically through a slit on the sheet material, through a second slit on the insulation material, the second portion has at least one hole in which a suitable mount means is inserted and attached to the outer wall structure connecting the inner wall structure and the outer wall structure.

Abstract: A masonry wall system is disclosed incorporating a plurality of courses of masonry blocks, each block consisting of interlocking dovetails 12 along with vertical an horizontal mating surfaces (11,15,16,17). The main block, has two stabilizing holes running at a vertical axis through the center. Steel reinforcement rods or square tubes are loosely inserted into these stabilizing holes (14) at predetermined intervals. Comer blocks (26) are employed to connect the walls at right angles and are so used in conjunction with short blocks (28) to staggered the vertical joints from course to course. The predetermined tolerances between the masonry components and the loosely placed rods or tubes permit the wall to have a fluid property. Forces such as settling, hydrostatic pressure and seismic disturbances are then automatically absorbed and systematically distributed across the entire wall. When all of the masonry components reach the end of their tolerance, the wall locks up as a solid interconnected mass.

Abstract: A substantially rectangular reinforcement assembly for concrete castings, having a longitudinal axis and a transverse axis. The assembly comprises a frame, a first set of longitudinal runners, a second set of transverse runners, and a third set of transverse runners. Each individual runner has two short ends, and each short end has a frame holding means. The runners are arranged in a hatch pattern, where the longitudinal runners are arranged substantially perpendicular to the transverse runners. The frame comprises a first leg member, a second leg member, and a shoulder member. The first leg member has a plurality of through holes and the second leg member has a corresponding number of through holes, which are substantially concentric with the corresponding through holes of the first leg member.

Abstract: The present invention relates to a house building module for module systems used in house building and methods in connection herewith. According to the invention, the module includes cellular plastic and U-sections of metal fitted into the cellular plastic as well as at least one concrete reinforcement extending in the longitudinal direction of the module. A house building module according to the invention can be comprised of a wall portion with integrated foundation portion (70). For casting the concrete reinforcement a method is applied in which the module per se constitutes a casting mold.

Abstract: To improve sound damping in prefabricated building elements having two parallel welded wire mesh mats 1, 2, interconnected by web wires 7, 7′ enclose, therebetween, an insulating body (8) for example of foam plastic. Concrete is then sprayed on both sides over the mesh wires to form inner and outer shells. These concrete shells are interconnected by forming the insulating body with through-holes, which, upon concrete spraying, will form concrete webs or plugs (14, 14′) interconnecting the two shells, thus preventing resonant sound vibrations of the concrete shells. The through-holes (10, 11, 11′) can be molded during manufacture of the insulating body (8) or drilled or stamped therethrough, and may extend at right angles through the major extent of the foam body or obliquely, preferably downwardly and distributed randomly.