Abstract: An insulating corner wall form comprises inner and outer foam panels arranged to provide a fixed space therebetween for receiving the poured concrete, the fixed space comprising a corner of about 90 degrees; a plurality of ties connecting the inner and outer panels. The ties comprise first and second corner ties, each extending from a respective first location at the inner panel to a respective second location at the outer panel. Each second location is a distance from a panel corner of the outer panel of from about 20% to about 80% of the thickness of the fixed space between opposite parallel portions of the inner and outer panels.

Abstract: Thermally-isolating wall anchors and anchoring systems employing the same are disclosed. A thermally-isolating coating is applied to the wall anchor, which is interconnected with a wire formative veneer tie. The thermally-isolating coating is selected from a distinct grouping of materials, that are applied using a specific variety of methods, in one or more layers and cured and cross-linked to provide high-strength adhesion. The thermally-coated wall anchors provide an in-cavity thermal break that severs the thermal threads running throughout the cavity wall structure, reducing the U- and K-values of the anchoring system by thermally-isolating the metal components.

Abstract: Methods and apparatus are provided for lining one or more surfaces of concrete structures during fabrication thereof. A structure-lining apparatus comprises a plurality of structure-lining panels and a plurality of concrete-anchoring components. The panels, which may extend in longitudinal and transverse directions, are interconnected to one another in edge-to-edge relationship at their transverse edges to line at least a portion of the interior of the structural form. The concrete-anchoring components extend in an inward/outward direction from the panels. The concrete-anchoring components may: be integrally formed with the panels; connect to the panels via suitably configured connector components; and/or connect edge-adjacent panels to one another. The concrete-anchoring components may comprise concrete-anchoring features which may extend in the longitudinal and transverse directions (e.g. in a plane parallel to the panels) to provide concrete-anchoring surfaces.

Abstract: A load transfer device is provided to connect concrete elements including, but not limited to, sandwich and double wall panel wythes, roof, floor, balcony and canopy members, and pavement. The device may be used to connect and transfer loads between the components of sandwich and double wall panels. The device includes two load transfer members positioned at an angle with respect to one another. Additionally provided are a retention housing for retaining one or more load transfer members at their angled positions and a depth locating means for retaining one or more load transfer members at their proper depth. Also provided are sandwich wall panels and double wall panels employing the load transfer device and methods for manufacturing sandwich wall panels and double wall panels employing the disclosed load transfer device.

Abstract: The invention comprises connector for a pair of opposed spaced concrete forming panels. The connector comprises an elongate spacer member having flanges formed thereon intermediate a central portion thereof and each opposite end thereof. A portion of at least one end of the spacer member is sized and shaped to selectively engage an elongate panel bracing member. A composite insulated concrete form and a method of using the insulated concrete form are also disclosed.

Abstract: Provided is a concrete form system that may include a first panel, a first connection assembly, a first retaining member, and a lath. The first panel may include a first plurality of apertures. The first connection assembly may include a first bearing structure on a first side of the first panel and a first plurality of cross members penetrating the first plurality of apertures. The first plurality of cross members may include a first plurality of retaining portions exposed on a second side of the first panel. The first retaining member may extend through the first plurality of retaining portions and the lath may be between the first retaining member and the first bearing structure.

Abstract: A tie system and method for forming a wall from a hardenable building material over an existing concrete wall. In one embodiment, the tie system includes multiple wall ties configured to be directly interconnected to form a wall tie stack such that multiple wall tie stacks can be positioned over the existing concrete wall in a spaced apart, vertically extending arrangement. The multiple wall tie stacks are configured to extend substantially perpendicular between substantially parallel panel structures. The tie system may be secured with the parallel panel structures to extend vertically as forms for a concrete wall and, if desired, transversely as forms for a concrete roof structure over, for example, a roof truss system, joined together with forms for forming a concrete eave portion. In this manner, the tie system may be employed to form a concrete building structure extending as the walls and roof of the structure.

Abstract: A wall stud for positioning between an opposing pair of formwork boards. The wall stud including a body and two side walls located on opposing sides of the body. Each side wall having an inner face and an outer face, wherein: the body has at least one opening adapted to receive at least one reinforcing rod. The outer face of the side walls are securable to a formwork board, and the body is affixed to approximately the centre of the inner face of each side wall so that a horizontal cross-section of the stud is substantially an H shape.

Abstract: A web structure for connecting two foam panels comprising a pair of web inserts adapted to be molded in the foam panels. Each of the web inserts has an elongated end plate and a pair of central male connector members supported by the elongated end plate. A pair of bridges is connected to the web inserts so as to extend between the foam panels. Each of the bridges having a cross member, a first female connector member formed on one end of the cross member and a second female connector member formed on an opposing end of the cross member. The first and second female connector members each having a cavity shaped to matingly receive one of the central male connector members of the web inserts from a lateral side of the first and second female connector members.

Abstract: Thermally-isolating veneer ties and anchoring systems employing the same are disclosed. A thermally-isolating coating is applied to the veneer tie, which is interconnected with a sheetmetal surface-mounted wall anchor. The thermally-isolating coating is selected from a distinct grouping of materials, that are applied using a specific variety of methods, in one or more layers and cured and cross-linked to provide high-strength adhesion. The thermally-coated veneer ties provide an in cavity thermal break that severs the thermal threads running throughout the cavity wall structure, reducing the U- and K-values of the anchoring system by thermally-isolating the metal components.

Abstract: Disclosed are a prefabricated thermal insulating composite panel (1), an assembly thereof, a moulded panel and a concrete slab comprising the same, and a method and a mould profile (50) for prefabricating the same. The prefabricated composite thermal insulating panel (1) comprises: two reinforcing protective layers (7) of an inorganic noncombustible material, a core (9) formed by a thermal insulating material, a frame (2) with installation grooves (13) surrounding the core (9) and being secured onto the core (9), with the core (9) being placed between the two reinforcing protective layers (7).

Abstract: An interlocking web for use in insulated concrete form construction configured to engage with a like interlocking web to prevent horizontal and vertical relative movement between webs, the web including a pair of pillars adapted to be embedded within foam insulation panels, each pillar having a male connector at a first end and a female connector at a second end, the male and female connectors having complementary shapes to engage with respective female and male connectors of like vertically-aligned interlocking webs and a pair of bridges interconnecting the pillars.

Abstract: An insert is provided for an ICF which increases the insulation provided by the ICF. This adapts the ICF for use in buildings subject to harsher environments. The insert may have a protuberanced face which abuts an inner face of one of the ICF panels. The protuberances may be configured so that water penetrating the wall of ICFs is channeled down and out of the wall.

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: An improved modular building panel and system for building construction is disclosed. The improved modular building panel comprises a novel honeycomb or lattice core comprising multiple layers of corrugated, preferably metal, components mechanically connected by any means known in the art, but which may be chemical bonding. External cladding layers comprising a novel cement mix comprising, in a preferred embodiment, Portland cement, silica sand, perlite, glass beads, and water, in combination with the honeycomb structure, provide a lightweight, highly durable, low-cost, projectile resistant, highly insulating, water, mold and mildew resistant, wind resistant novel modular wall system which is adapted for use in commercial, residential, and other construction and which provides superior security to the user. The modular building panel and system of the invention may be utilized for walls, roofs, floors, bridges, or other structures.

Abstract: Novel dowel structures and related methods are provided. In one embodiment, a unitary dowel structure is formed from a plurality of laminates. In certain embodiments, a first dowel laminate may be placed substantially above or below one or more other dowel laminates. At least one laminate may include a first material that is substantially devoid in another laminate. Upon being in communication, the laminates may form a unitary dowel structure having a first end and a second end that are configured to flex in a vertical direction without breaking to transfer stress loads from a concrete slab in communication with the first end of the unitary dowel structure and a concrete slab in communication with the second end of the unitary dowel structure.

Abstract: An assembly for constructing a concrete wall includes a first plurality of form panels defining a first wall plane, a second plurality of form panels defining a second wall plane and a first plurality of foam sheets. The first and second plurality of form panels are constructed of frames and webs. The webs are constructed of a web material. The first plurality of foam sheets define a first concrete interface plane. The first concrete interface plane is generally parallel to the first and second wall planes. The first plurality of foam sheets is secured to the first plurality of form panels by a screw. The first plurality of form panels, second plurality of form panels and first plurality of foam sheets are secured by a plurality of ties. The first concrete interface plane and the second wall plane define a wall cavity.

Abstract: The instant invention provides stay in place molds for the construction of concrete structures comprising two boards or panels held together by a series of holding units that are fastened only to the interior surfaces of the cement panels by fastening means that are kept inside of the width of said panels. The holding units are selectively distributed at the internal cavity of the molds and are designed by a main cylindrical body having at least two internal ring units inside and two supporting plates at each one of the extremes of the main cylindrical body. The external, flat surface of the plates is permanently fastened only to the internal surface of the cement boards, thus forming strong stay in place construction molds having smooth external surfaces.

Abstract: A building element includes a first and second panel each having an outer surface and an inner surface. There is more than one spacer positioned adjacent to the inner surface of the first panel and the inner surface of the second panel to form a cavity for receiving a structural component. Each end of each spacer has a first part of a two-part connector. A connector strap extends longitudinally along each of the outer surfaces of the first and second panels. The connector straps carry more than one second part of the two-part connectors that connects to the first part of the two part connector such that the connector strap attaches to the spacer.

Abstract: A web structure for connecting two foam panels comprising a pair of web inserts adapted to be molded in the foam panels. Each of the web inserts has an elongated end plate and a pair of central male connector members supported by the elongated end plate. A pair of bridges is connected to the web inserts so as to extend between the foam panels. Each of the bridges having a cross member, a first female connector member formed on one end of the cross member and a second female connector member formed on an opposing end of the cross member. The first and second female connector members each having a cavity shaped to matingly receive one of the central male connector members of the web inserts from a lateral side of the first and second female connector members.

Abstract: Provided is a concrete form system that may include a first panel, a first connection assembly, a first retaining member, and a lath. The first panel may include a first plurality of apertures. The first connection assembly may include a first bearing structure on a first side of the first panel and a first plurality of cross members penetrating the first plurality of apertures. The first plurality of cross members may include a first plurality of retaining portions exposed on a second side of the first panel. The first retaining member may extend through the first plurality of retaining portions and the lath may be between the first retaining member and the first bearing structure.

Abstract: The invention relates to a prefabricated construction element (1) having a permanent form, such as a longitudinal beam or a panel, consisting of two parallel plates that are formed, through molding and spaced apart from each other, from a hydraulic mixture such as concrete and from a built-in metal reinforcement, said plates being separated by an insulating block and connected together by transverse spacers (not shown), characterized in that said construction element (1) comprises consecutive prepositioning and bottom (6, 7) and/or top (8, 9) linking means, said bottom means (6, 7) consisting of a metal male connector (6) secured to the metal reinforcement of a first element (1) and arranged at the end of the bottom portion of said first element, and a metal female connector (7) secured to said metal reinforcement of a consecutive second element and arranged at the end of the bottom portion of said second element, the relative positioning of the male connector (6) and female connector (7) being such that said

Abstract: A tie system and method for forming a wall from a hardenable building material. In one embodiment, the tie system includes multiple ties configured to be directly interconnected into a vertically extending tie stack such that multiple tie stacks can be positioned over a footing in a spaced apart arrangement. The multiple tie stacks are configured to extend substantially perpendicular between substantially parallel panel structures. Each tie stack includes one or more base members and one or more wall ties, each of which directly attach to each other in a vertically stacked arrangement.

Abstract: A non-composite insulated concrete sandwich panel system, and specifically a system for sandwiching together a layer of concrete with a rigid insulation sheet tied between the layers, that reduces or eliminates separation or cracking in the rigid insulation sheet, attributable to undesirable adhesion of the layer of concrete to the rigid insulation sheet. A slip-faced insulation panel is formed from an insulation panel, with a lower slip-sheet adhered to the lower face and an upper slip sheet adhered to the upper face. The slip-faced insulation panel is placed between the lower concrete layer and the upper concrete layer, the lower slip-sheet slip-able upon the lower concrete layer, and the upper slip-sheet slip-able on the upper concrete layer.

Abstract: A plastic stay-in-place concrete forming system used for one or more sides of a multi-sided form and is based upon a form panel comprised of a thin plastic sheet reinforced on its interior side and capable of bonding to the concrete cast inside the form to create a solid composite structure. In one configuration the form panels are connected to internal bracing that connects to a second form side. The internal bracing is comprised of plastic connecting frames, lateral supports or individual connectors that may further reinforce the form panels or may be used solely for connecting purposes. The second side form may be any type of form including the form panel or a stud supporting foam board. The form panel may also be shaped to form two or more sides of an internally braced, multi-sided form. It may also be externally braced on one or more sides of a form.

Abstract: A device for connecting and maintaining a first panel and a second panel of a concrete formwork in a fixed, spaced relationship during a wall building process includes a first connector embeddable within the first panel and having a non mold-abrading surface. A bridge links the first connector with the second panel, and at least a portion of the bridge is made of a fire-resistant material. Due to the properties of the device, it does not unduly scratch molding equipment during formation of an insulated panel in which it is to be embedded, and resists passage of smoke or flames through the formed concrete wall in the event of a fire.

Abstract: A stay-in-place concrete form includes masonry shells layered with lightweight concrete and rigid insulation tied with plastic ladders. The masonry shells can be capped with plastic shims that compensate for the variation in height of the shells. This allows for the shells, together with the shims, to be a consistent height and allows for dry stacking. The masonry shells are bonded together with a layer of lightweight concrete poured in a cavity behind the masonry shells instead of being bonded together by mortar joints. This dry stacking method can result in labor time and training savings over conventional masonry mortar construction.

Abstract: A stay-in-place form for casting concrete structures comprises a plurality of elongate panels interconnectable in edge-to-edge relationship via complementary connector components on their longitudinal edges to define at least a portion of a perimeter of the form. Each panel comprises a first contoured connector component comprising a protrusion on a first longitudinal edge thereof and a second contoured connector component comprising a receptacle on a second longitudinal edge thereof. The panels are connectable to one another in edge-to-edge relationship by positioning the protrusion of a first panel in or near the receptacle of a second panel and effecting relative pivotal motion between the first connector component of the first panel and the second connector component of the second panel to extend the protrusion of the first panel into the receptacle of the second panel.

Abstract: The invention comprises a foam insulating panel having an outer surface and a reinforcing member adhered to at least a portion of the outer surface of the foam insulating panel. An insulated concrete form and a method of using the insulated concrete form are also disclosed.

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: The invention concerns the field of a lightweight building structure produced by using a mortar containing foamed polystyrene and cement and a method for the production thereof. It includes at least one layer of prefabricated foam concrete panel affixed to a reinforcing frame structure wherein interspaces between elements of the reinforcing frame structure are at least partially filled with a mortar providing a first surface contacting the foam concrete panel. The mortar includes granules of 0.5-10 mm size produced by grinding a pressed foamed concrete that has been allowed to mature, 50-200 kg of unbound, anhydrous cement, and 150-300 liters of water added before application per one cubic meter of ground material, respectively.

Abstract: A wall assembly comprises a wall component and a framing member. The wall component comprises a first wall panel, a second wall panel, and at least one connecting member positioned between the first wall panel and the second wall panel. The framing member comprises a first panel receiving channel configured to receive at least a portion of the first wall panel, and a first inner flange comprising a first anchor portion configured to guide the first wall panel into the first panel receiving channel. Additional embodiments may include a second panel receiving channel configured to receive at least a portion of the second wall panel and a second inner flange comprising a second anchor portion configured to guide the second wall panel into the second panel receiving channel. Embodiments may be used to form walls made of cast-in-place concrete.

Abstract: An insulated concrete form structure is provided that includes a structure opening through the structure. The structure opening being defined by form edges and opening forms bonded to a concrete core of the structure. A method is provided that includes erecting a set of spaced apart forms on a base, positioning opening forms in the space between the forms around a form opening through the forms, securing the opening forms around the form opening, and pouring concrete to fill the space between the forms, around the opening forms, to a top portion of the forms, thus creating the concrete core of the structure.

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 insulated concrete form having spaced sidewalls joined by form ties to define a first interior cavity therebetween for receiving poured concrete, the form ties including interior fastening plates positioned in between the spaced sidewalls. The interior fastening plates provide a backing surface to which forming structures can be easily and efficiently secured to define a second interior cavity in between the forming structure and one of the sidewalls, the second interior cavity having thickness less than the first interior cavity so as to define a form for making a recess in the resulting concrete portion of the wall.

Abstract: There is provided building structures that are demountable from a first configuration to be reassemblable to the first configuration or another configuration. The building structures include systems and kits for the structure, post anchors, kits for floor structure, method for assembling floor structures, wall and ceiling support systems, electrical junction box supports, and kits for frame assembly.

Abstract: The invention relates to a block that comprises two longitudinal and vertical walls connected by hinges including two elements hinged about vertical axes. According to the invention, each of the two side walls is made of a rigid plastic material, is surrounded by a bent return oriented towards the inside, and includes, in the lower and upper longitudinal portions thereof, as well as on the vertical edge of one end thereof, respectively, a rebate oriented towards the outside, said rebate being capable, when the block is in the functional position, of covering the bent return of another block that has already been laid in order to provide a connection with said other block, independently from said block being in a same row or in an underlying row.

Abstract: A load bearing wall formwork system and method are disclosed. The load bearing wall formwork system comprises a unique clip assembly for joining two or more substantially planar structures, such as a wall panel, in a spaced apart manner and providing a space there between for placement of a flowable material. The clip assembly comprises a first clip member having a first side for attachment to the wall panel, a second side and an opening positioned between the first and second sides, as well as a second clip member, engageable with the first clip member, having a first side for attachment to a second wall panel, a second side and an opening positioned between the first and second sides. The openings provided in the first and second clip members are aligned when the clip members are engaged. A connecting member is insertable into the aligned openings of the first and second clip members, connecting the first and second clip members together.

Abstract: An apparatus for a concrete form of an insulated wall has opposed, spaced apart and parallel wall panels, each having an inner surface, upper edge surface and a lower edge surface. Plural retainers are secured within each of the panels at spaced apart intervals, each retainer including a connecting portion extending outwardly from the inner surface of each panel, and an anchoring portion. The anchoring portion includes a framework disposed within the panels, an upper connector extending upwardly from each panel's upper edge surface and a lower connector extending downwardly from each panel's lower edge surface. The upper and lower connectors respectively engage upper and lower connectors of the next vertically adjacent panel to securely attach the panels together. Plural cross webs extends between the panels to tie them together, the cross webs being connection to the connecting portions of opposed retainers in the panels.

Abstract: Tie beam formation apparatus includes parallel opposed sidewalls defining a channel constructed to receive concrete for the formation of a tie beam. The sidewalls are disposed to become a fixed part of the tie beam. The apparatus further includes mounting structure attached to the sidewalls for holding the sidewalls in the channel defining position. The mounting structure is designed to hold the sidewalls on an upper surface of a block wall and to engage the sidewalls with the block wall at regular intervals. The mounting structure is further designed to allow a flow of concrete into openings in the block wall at spaced apart regular intervals.

Abstract: An insulated concrete form including of first and second spaced sidewalls forming a cavity therebetween, said sidewalls having an inside surface and interconnected by a plurality of form ties, and a form insert made of an insulative material positioned adjacent the inside surface of at least one sidewall which thereby increases the R-value of the resulting structure.

Abstract: An ecologically sustainable structural panel. The structural panel comprises of a unique gage frame, expanding foam, and ecologically sustainable exterior sheathing boards. The ecologically sustainable structural panel is fireproof, water proof, mold proof, asbestos free, impact resistant, moisture resistant, and bacteria resistant. The ecologically sustainable structural panel is also capable of withstanding winds of up to 150 miles per hour due to unique operative connections between male junctions, female junctions, L-junctions, anchors, and the utilization of pins instead of screws.

Abstract: A brace for concrete forms employing first and second form elements includes at least one attachment member adapted and constructed to secure the brace to at least one of the form elements. A span member is connected to the at least one attachment member, and has a length sufficient to hold the first and second form elements apart. At least one article securing mechanism secures the article associated with the concrete form to the brace.

Abstract: The invention comprises connector for a pair of opposed spaced concrete forming panels. The connector comprises an elongate spacer member having flanges formed thereon intermediate a central portion thereof and each opposite end thereof. A portion of at least one end of the spacer member is sized and shaped to selectively engage an elongate panel bracing member. A composite insulated concrete form and a method of using the insulated concrete form are also disclosed.

Abstract: The invention comprises a method of forming a concrete structure. The method comprises placing plastic concrete in a form of a desired shape, encasing the concrete in insulating material having insulating properties equivalent to at least 1 inch of expanded polystyrene and allowing the plastic concrete to at least partially cure inside the insulating material. An insulated concrete form and a method of using the insulated concrete form are also disclosed.

Abstract: A waffle slab interlocking wall, including slab columns, slab beams, and interlocking building blocks. At least one interlocking building block is embedded in a space enclosed by at least one slab column and at least two slab beams or by at least two slab columns and at least one slab beam. The interlocking building block includes an external faceplate and an internal faceplate which are spliced by a connecting piece.

Abstract: A pre-fabrication of a modular reinforcement cage for high-rise concrete construction is provided. The primary vertical bars, often referred to as the longitudinal bars, are held in formation by a set of templates that are manufactured to the design of the construction. These templates ensure accurate placement of the vertical bars and provides great rigidity for the module when being placed in the field. The main vertical bars can have thread-like deformations along the length of the bar, and are locked in place by use of compatible hardware against the templates. Multiple modules can then be stacked and coupled by use of mechanical couplings as construction continues.

Abstract: A tapered load plate transfers loads across a joint between adjacent concrete floor slabs. The top and bottom surfaces may taper from approximately 4 inches wide to a narrow substantially pointed end over a length of approximately 12 inches. The tapered load plate accommodates differential shrinkage of cast-in-place concrete slabs. The tapered load plate may comprise a main plate and at least one extension. When adjacent slabs move away from each other, the narrow end of the tapered load plate moves out of the void that it created in the slab thus allowing the slabs to move relative to one another in a direction parallel to the joint. Tapered load plates may be assembled into a load-plate basket with the direction of the taper alternating from one tapered load plate to the next to account for off-center saw cuts.

Abstract: A pre-fabrication of a modular reinforcement cage for high-rise concrete construction is provided. The primary vertical bars, often referred to as the longitudinal bars, are held in formation by a set of templates that are manufactured to the design of the construction. These templates ensure accurate placement of the vertical bars and provides great rigidity for the module when being placed in the field. The main vertical bars can have thread-like deformations along the length of the bar, and are locked in place by use of compatible hardware against the templates. Multiple modules can then be stacked and coupled by use of mechanical couplings as construction continues.

Abstract: Disclosed herein is an insulated thermal mass concrete wall (100) constructed using a system (10). The system (10) comprises an outer insulation layer (12) and an inner drywall layer (14) spaced apart from the outer insulation layer. Vertical frame members, formed from several frame member modules (16) that are connected one on top of another, extend between the outer insulation layer (12) and the inner drywall layer (14) to interlock the insulation and drywall layers and maintain a space there between for receiving uncured concrete (18), in which conduits (19) for services can be embedded.