| Class / Patent application number | Description | Number of patent applications / Date published |
|---|
| 052415000 | FACERS; E.G., MODULES, MUTUALLY BONDED BY INTERNAL SETTABLE MATERIAL SECTION | 84 |
| 20090266019 | MODULAR FLOORING ASSEMBLIES - A modular flooring assembly including a flooring component adhered to a tray substrate is described. The modular flooring assembly may be interconnected with additional modular flooring assemblies to form a modular floor suitable for most flooring applications. The flooring component may be tile or wood or other materials commonly used in flooring applications. Convention fill-in grout or a snap-in grout may be used with the modular flooring assemblies. One suitable snap-in grout is a right angle grout member. | 10-29-2009 |
| 20110072751 | MASONRY BRACKET, SYSTEM AND CONSTRUCTION METHOD - The present invention provides a masonry wall reinforcing bracket ( | 03-31-2011 |
| 20080222986 | EXTERIOR WALL STRUCTURE OF A BUILDING - An exterior wall structure of a building. The exterior wall structure comprises an inner wall and an outer wall that are separated from each other to define a cavity therebetween. The outer wall comprises a plurality of concrete blocks. The exterior wall structure also comprises a connection system interconnecting the inner wall and the outer wall. The connection system comprises a plurality of elongated structural members, each elongated structural member being fastened to the inner wall. The connection system also comprises a plurality of connecting elements, each connecting element being connected to a given one of the elongated structural elements and to a given one of the concrete blocks. Each of the elongated structural members is connected to plural ones of the concrete blocks via plural ones of the connecting elements. | 09-18-2008 |
| 20110162309 | Thin wall veneer brick and manufacturing assembly therefor - A brick having a peripheral shoulder defining a flange allowing fasteners to be inserted therein when two adjacent bricks have facing indentations is described herein. The peripheral shoulder of the bricks allows mortar to be inserted therein to create a conventional brick look and to hide the fasteners. The shoulder is optionally provided with indentations allowing fasteners therethrough. Also described herein is a machine to manufacture such bricks. | 07-07-2011 |
| 20110154766 | PANEL ASSEMBLY, COMPOSITE PANEL AND COMPONENTS FOR USE IN SAME - A profiled panel ( | 06-30-2011 |
| 20120102863 | SOLOARMAR CONSTRUCTION ENGINEERING SYSTEM - The invention relates to the Soloarmar construction system comprising an original wall construction method, in which the cavities in the blocks are precisely aligned in the vertical axis. According to the invention, the blocks are assembled using an inner engagement device such that resistant masonry can be produced quickly and specially adapted for clay or concrete blocks using specific industrial templates, machines, nozzles and dies designed by Soloarmar. The appearance and characteristics obtained are similar to those obtained with standard masonry techniques, but with the mixture only being used to lay the first course instead of between all of the blocks. | 05-03-2012 |
| 052416000 | Lapped or bridger strip juncture-type surfacing | 5 |
| 20120240502 | FLOATING, GROUTABLE VINYL FLOOR TILE - A vinyl-based floor tile is disclosed for constructing a floating and groutable floor covering. The vinyl-based floor tile has a decorative upper surface and a lower surface for support the floor tile. On one edge of the floor tile is a male coupling member having a vertical insert and an opposing edge has a female coupling member that has two or more grooves for accepting the vertical insert of a male coupling member of an adjacent floor tile. The grooves determine the width of a grouting channel that is formed between the edges of the adjacent tiles and a grout-accepting surface on the top surface of either the male or female coupling member. The decorative upper surface of the tile can have a removable protective layer that protects the vinyl tile during the installation and grouting process. | 09-27-2012 |
| 052417000 | Dissimilar strip at juncture of facers | 3 |
| 20090094922 | LOW PROFILE REINFORCING TAPE - A reinforcing tape for imbedding in a joint compound, has reinforcing yarns defining openings for passage of the joint compound, wherein; the openings are bounded by the yarns; the yarns are provided with one or more coatings adding tensile strength and resistance to pull out of the yarns from the joint compound. | 04-16-2009 |
| 20090178357 | WALLBOARD JOINT SYSTEM - The present invention relates to a drywall tape or joint tape comprising a non-woven web of fibers having a coating of a filled, film-forming polymer on one side and being non-coated on an opposite side for covering seams or for repairs generally in connection with fiber mat-faced gypsum wallboard, and more particularly pertains to a method for finishing joint seams and making other repairs in connection with a coated fiber mat-faced gypsum wallboard. | 07-16-2009 |
| 20090205279 | DRYWALL TRIMMING ELEMENT WITH COMPOUND LOCKING FEATURE - A drywall trimming element for bridging two sections of drywall is an extruded element having first and second opposing flanges each having an interior surface and an exterior surface. The element is secured to the drywall by joint compound. The interior surfaces are adapted to be positioned on or adjacent to a respective one of the drywall surfaces. The interior and exterior surfaces each define respective surface planes. One or both of the interior and exterior surfaces have a plurality of upstanding longitudinally oriented ribs extending outwardly from the surface. The ribs extend away from their respective surfaces and define a void space between the surface adjacent to the ribs and an end of the ribs, such that a line extending outwardly from and normal to the surface of the flange adjacent to the ribs traverses through the void space and then subsequently contacts the ribs. The void space serves to provide a joint compound locking feature for the trimming element. | 08-20-2009 |
| 052419000 | Material between superposed facers | 1 |
| 052420000 | Partial section; e.g., adhesive edge strip | 1 |
| 20130008115 | Building construction sheathing composites, structures and related methods of use - Sheathing composites can be employed in a building structure with framing members. Such a composite can comprise a substrate and a layer component, the latter comprising at least one flashing component with a directional indicator thereon. | 01-10-2013 |
| 052424000 | Laterally related modules; e.g., back-to-back | 55 |
| 20130067844 | Building Panel Assembly - A building panel assembly is provided. The building panel assembly comprises a plurality of pyramidal elements with each pyramidal element having an apex with a plurality of pyramidal feces extending to a base, each face separated from each adjacent face by a face edge, and the base having base edges. A plurality of inverse pyramidal elements are provided with each inverse pyramidal element having inverse pyramidal faces and mateable with the pyramidal elements. A flattened edge is formed along the face edges between each of the pyramidal faces creating a continuous adhesive flow channel and an adhesive substance positionable within the continuous adhesive flow channel. Upon mating, the pyramidal elements with the inverse pyramidal elements, the adhesive travels through the continuous adhesive flow channel and upon hardening the adhesive substance creates a space truss structure thereby strengthening the building panel assembly. | 03-21-2013 |
| 20130097956 | Composite Concrete and Framing System and Method for Building Construction - A composite building construction system and method comprising a frame, wallboard, and a concrete layer wherein the wallboard is attached to an exterior side of the frame and the concrete layer is provided on the wallboard. A wire grid is attached to and spaced apart from the wallboard to provide support for the concrete layer. The resulting building construction composite provides enhanced strength and stability due to the relatively thick layer of concrete combined with the frame, which may comprise steel. The wallboard comprises blueboard or similar insulating wallboard material that preferably includes concrete adhesion characteristics. The frame comprises outer framing members and cross-members each of which may include apertures for receiving plumbing and/or electrical wires. The apertures may also receive conduits to protect the plumbing and electrical wires. An interior side of the frame is configured to received drywall or other interior housing finishing product. | 04-25-2013 |
| 20090313933 | REINFORCED MASONRY PANEL STRUCTURES - A method of constructing a masonry infill in a load bearing structure comprises the steps of: laying one or more courses of masonry ( | 12-24-2009 |
| 20120096796 | Waterproof masonry cement - A waterproof masonry cement is disclosed. The masonry cement includes a waterproofing agent, in dry form, which is introduced into the cement during the grinding process. The waterproofing agent comprises siloxanes and alkoxysilanes and can also be introduced, in liquid form, into concrete blocks during the manufacture of same. In this manner, the concrete blocks incorporating the waterproofing agent along with the masonry cement containing the waterproofing agent can be utilized together to form a water repellant wall structure. | 04-26-2012 |
| 052425000 | Continuous section filling space between modules | 50 |
| 20130081345 | CONCRETE/PLASTIC WALL PANEL AND METHOD OF ASSEMBLING - A method for forming a variably sized wall panel by supplying a face panel of a first material, the face panel having a front face and a back face, the back face having a plurality of crosspieces extending therefrom. The face panel is placed in a mold such that the front face of the face panel abuts a bottom of the mold and the back face of the face panel faces away from the bottom of the mold. A flowable second material is layered on top of the face panel and the flowable second material is allowed to harden such that the back face of the face panel and the crosspieces are frictionally bound to the hardened second material. | 04-04-2013 |
| 20090183457 | FLOOR PANEL - Described is a floor panel that is provided with a tread surface layer, a core containing at least two core layers made of a wood material and elements of a connector device, whereby these elements are arranged on at least two opposing sides. In order to equip such a floor panel with improved noise insulation in a simple and effective manner, it is proposed that the core layers be arranged so that they lie directly one on the other and that they be glued to each other. | 07-23-2009 |
| 20090031661 | Panels and a method of making - A prefabricated modular panel, comprising a framework that includes a plurality of lattices, with a lattice of the plurality of lattices comprising a first elongated member and a second elongated member that are spaced apart and juxtapose laterally parallel, forming an axial length of the lattice. Further included is a third member substantially transversally oriented at an angle along the axial length of the lattice, with the third member coupling the first elongated member with the second elongated member to form the lattice, with the plurality of lattices forming the framework. The plurality of lattices are coupled with one another in parallel by a solidified filler material forming a single piece, unitary modular panel. | 02-05-2009 |
| 20120117907 | Apparatus and Method for Casting Concrete Wall Elements - An apparatus for casting concrete wall elements, which together form a wall, running along a curvature at least in sections, of a container, in particular of a fermenter for biogas plants, comprising a horizontal foundation, to which several horizontally extending bounding elements are attached, which between them form fields to be cast with concrete, several formwork elements, which are detachably secured to at least a few bounding elements, which form formwork surfaces, which are opposite each other in a field and which are aligned at an angle with respect to the vertical, which in the erected state form the face side surfaces of adjacent wall elements, that face each other, wherein the formwork elements each have at the formwork surfaces at least one receiving device, and wherein at least one end of at least one reinforcing element to be cast in the concrete is secured in each receiving device of formwork surfaces, which are opposite each other in a field. | 05-17-2012 |
| 052426000 | With transverse tie | 46 |
| 20130074433 | PRECAST CONCRETE STRUCTURES, PRECAST TILT-UP CONCRETE STRUCTURES AND METHODS OF MAKING SAME - 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. | 03-28-2013 |
| 20090308011 | INSULATED CONCRETE FORM PANEL REINFORCEMENT - An insulated concrete form (ICF) panel reinforcement is disclosed. The ICF comprises a main panel, a reinforcement on the main panel for stiffening the main panel, a spacer retention element integrated in the reinforcement for securing a spacer to the panel, and a first opposing panel opposite the main panel and having a first opposing spacer retention element integrated therein for securing the spacer to the first opposing panel. The ICF panel reinforcement is particularly useful at high stress locations in ICF systems, such as at T-wall intersections. | 12-17-2009 |
| 20120216478 | ASSEMBLY FOR FINISHING AN EDGE OF AN INSULATED CONCRETE FORM (ICF) WALL - An assembly having an elongated monolithic body with opposing parallel surfaces spaced apart and having an elongated lateral dimension enclosing in end of one of the side panels of the ICF block wall forming an edge of an unobstructed opening and a portion of the opening to the cavity with a first portion dimensioned covering a portion of an outer surface of a side panel the wall proximate to the end of the side panel, a second portion covering the end of the side panel and a third portion extending inward towards the opening and retention members holes uniformly spaced apart and longitudinally positioned in a fixed position on an inner surface of the body for receiving and securing a first end of a coupling device having a second end coupled to one of the internal structural supports securing the body to the internal structural support. | 08-30-2012 |
| 20090235601 | WALL UNIT - A method of manufacturing a wall unit comprises assembling a set of substantially parallel vertical elongated wall ties having opposite edges which are substantially coplanar on each side of the set. Each wall tie has a plurality of triangular openings distributed along its length with the openings of adjacent wall ties substantially aligned in a horizontal direction. A plurality of reinforcing rods are inserted horizontally through respective sets of aligned openings. Due to the triangular configuration of the openings each rod is deflected under gravity towards, and comes to rest adjacent, an edge of the wall tie. One or more formwork panels are secured to the substantially coplanar edges on each side of the wall ties. | 09-24-2009 |
| 20090013629 | Method and Apparatus for Using Foam Panels As Forms For Making Concrete Walls - A foam panel concrete form is provided for using concrete reinforcement rods which extend on each side of a joint in the foam panel concrete form and into complementary shaped openings in ties which hold two adjacent panels in a spaced and parallel relationship. The concrete reinforcement rod can pass into the openings in adjacent ties with little resistance in a first rotary position of the concrete reinforcement rod. When the concrete reinforcement rod is rotated to a second rotational position within the openings the reinforcement rod is in a tight frictional fit in the openings for helping to hold adjacent ties and the adjacent foam panels in a fixed relationship with respect to each other during a time when concrete is poured between the foam panels, thereby also serving to re-enforce the concrete after the concrete has cured. | 01-15-2009 |
| 20080271401 | WALL-FORMING SYSTEM AND RELATED METHOD - A wall-forming system including a pair of spaced apart confronting sidewalls defining a wall cavity therebetween. Each sidewall is constructed from a plurality of insulating sheets and upright support members. Each sheet is disposed between a neighboring pair of support members. Each of the neighboring support members has an upright channel that receives an end wall portion of the sheet and thereby maintains the sheet upright. Each support member also includes a slot for receiving one end of a tie that extends between the first and second sidewalls through the wall cavity and connects the first sidewall to the second sidewall. The slot is defined between a pair of walls having a plurality of through-holes extending transversely therethrough and across the slot. The end of the tie disposed inside the slot has a through-hole aligned with one of the through-holes of the walls to receive a portion of a fastener therein. | 11-06-2008 |
| 20120186180 | Connectors For Concrete Structure & Structural Insulating Core - The present invention relates to various types of connectors used to form concrete columns and beams using a structural insulating core wall as a mold for forming column and beam molds. Some connectors can extend above the structural insulating core, used as support channels within the column and beam molds or are extensions of the support channels. Some connectors require grooves within the inner and outer boards so the connectors can twist and lock into the grooves while other slide within the grooves to form column and beam molds. Other connectors are installed horizontally interlocking the vertical support channels and connectors together. Some connectors are full height connectors while other can be short clip or brackets that attach to other connectors. | 07-26-2012 |
| 20110277410 | METHODS AND APPARATUS FOR RESTORING, REPAIRING, REINFORCING AND/OR PROTECTING STRUCTURES USING CONCRETE - Methods are provided for repairing an existing structure to cover at least a portion of the existing structure with a repair structure. Such methods comprise mounting one or more standoff retainers to the existing structure; coupling one or more standoffs to the standoff retainers such that the standoffs extend away from the existing structure; coupling one or more cladding panels to the standoffs such that the panels are spaced apart from the structure to provide a space therebetween; and introducing a curable material to the space between the panels and the existing structure, the panels acting as at least a portion of a formwork for containing the curable material until the curable material cures to provide a repair structure cladded, at least in part, by the panels. Corresponding apparatus for effecting such methods are also provided. | 11-17-2011 |
| 20090120027 | Concrete form tie with connector for finishing panel - A tie for connecting and maintaining first and second panels of a concrete formwork in a fixed, spaced relationship during a wall building process is provided. The tie includes a first connector connectable to the first panel; and a second connector connectable to the second panel and connectable to at least one third panel such that the at least one third panel is spaced from the concrete surface. | 05-14-2009 |
| 20120096797 | WEB STRUCTURE FOR KNOCKDOWN INSULATING CONCRETE BLOCK - 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. | 04-26-2012 |
| 20120023851 | Insulated Concrete Form - 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. | 02-02-2012 |
| 20110265414 | FOLDABLE FORM PANEL BLOCK FOR BUILDING WALLS - 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. | 11-03-2011 |
| 20080236084 | DISPOSABLE CASING FOR THERMALLY INSULATED WALLS IN REINFORCED CONCRETE - A Disposable casing ( | 10-02-2008 |
| 20080236083 | Modular Concrete Wall System - Disclosed is a modular poured concrete wall system that addresses the needs not optimally met by the prior art, where inexpensive small light interlocking forms are quickly and readily assembled, to produce the desired aesthetically pleasing appearance of a brick wall system. The forms remain in place as part of the final structure and finished surface of the walls. Thus, a footer track assembly is affixed to a standard concrete footer or foundation. Then the modular forms are assembled upon the footer track, stacked together to produce the appearance of a brick wall. As each row or two of forms are assembled, the forms are filled with concrete. Following the concrete pour, additional forms are assembled on the top of the prior forms, to produce additional rows. By repeating this process, the full height of the wall can be quickly reached. The method may include steel rebar, such as for horizontal bond beams and for vertical strength. In an alternative embodiment, curved modular forms may be assembled to produce a circular column, where the exterior surface is finished as a decorative brick appearance. | 10-02-2008 |
| 20110219717 | LIGHTWEIGHT CONCRETE CONTAINING AGGREGATES OF CEMENT-BONDED FOAMED POLYSTYRENE, PROCEDURE OF MAKING THE SAME AND BUILDING STRUCTURES MADE FROM THIS LIGHTWEIGHT CONCRETE - 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. It includes at least one layer of prefabricated foam concrete panel ( | 09-15-2011 |
| 20080307736 | CONCRETE FORM SYSTEM FOR LOW-CLEARANCE APPLICATIONS - Improved concrete form systems ( | 12-18-2008 |
| 20100162649 | BUILDING BLOCK SYSTEM - An interlocking concrete block for forming horizontal wall-channels for reinforcement of block walls of dry-stack, vertically-offset, double-wythe construction. The block has an outer block wall on one side and a head portion extending to the opposed side. The head portion has a connecting portion which interfits with a receptacle of a similar block. The block has a channel extending generally parallel to the outer block wall. In a block wall, two vertically-adjacent series of the blocks form a horizontal wall channel which can hold a reinforcing bar and in-filled concrete, for horizontal reinforcement of the wall. | 07-01-2010 |
| 20100251651 | Spacer and Associated Apparatus and Method - The spacer | 10-07-2010 |
| 20120240503 | System and method for building with compressed masonry blocks - A system and method for building on a worksite utilizing compressed masonry blocks is provided. The method includes the steps of providing a block machine at or near a worksite for the structure, providing reusable material at or near the worksite as block material for forming a plurality of compressed blocks, manufacturing each of the plurality of compressed blocks by the block machine by compressing a measured portion of the block material under a pressure in the range of 2500 to 5000 psi, and forming the structure on the worksite from one or more of the plurality of compressed blocks. The reusable material includes common clay, foundry sand, coal ash, construction debris, demolition debris, waste road asphalt, or waste roof shingles. The step of manufacturing each of the plurality of compressed blocks includes the steps of measuring usage information and operational parameter information for the block machine, determining location information for the block machine, and transmitting the usage information, operational parameter information, and location information. | 09-27-2012 |
| 20100064615 | Concrete Form Brace - 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. | 03-18-2010 |
| 20090107074 | Method and Apparatus for Using Foam Panels as Forms for Making Concrete Walls - A foam panel concrete form is provided for using connectors which extend on each side of a joint in the foam panel concrete form and into complementary shaped openings in ties which hold two adjacent panels in a spaced and parallel relationship. The connector can pass into the openings in adjacent ties with little resistance in a first rotary position of the connector. After the connector is inserted a predetermined distance into the openings, then the connector is rotated to a second rotational position within the openings so that flanges of the connector are disposed on each side of respective ties and thereby hold adjacent ties and the adjacent foam panels in a substantially fixed relationship with respect to each other during a time when concrete is poured between the foam panels. | 04-30-2009 |
| 20080302045 | HINGED INSULATED CONCRETE FORM - An insulated concrete form is provided with a hinge on one of the side walls and indicia on the opposite side wall. The indicia indicate a desired angle for a wall being constructed, and which presents cut lines to remove a section of the opposite wall. The concrete form is then rotated about the hinge to the desired angle and set in place. A plurality of sections may be stacked to form a wall of any desired height and length. | 12-11-2008 |
| 20110126484 | PRECAST WALL PANELS AND METHOD OF ERECTING A HIGH-RISE BUILDING USING THE PANELS - Precast wall systems and methods for constructing a high-rise building using the precast wall system is disclosed. In one embodiment, the system includes a plurality of interconnected precast panels, each having a top end plate, a bottom end plate, a plurality of vertical bars disposed between the end plates and a cementitious material encasing the vertical bars and defining a plurality of sides of the respective panel. A first of the precast panels has a first column member half defining a right side of the first panel, a second of the precast panels has a second column member half defining a left side of the second panel such that, when the right side of the first precast panel and the left side of the second precast panel are disposed horizontally adjacent to each other, the first column member half and the second column member half collectively form a column member. | 06-02-2011 |
| 20110011022 | WEB STRUCTURE FOR INSULATING CONCRETE BLOCK - An insulating concrete form block adapted to be interlocked with other insulating concrete blocks to form an insulating concrete form for casting concrete. The insulating concrete block including a first foam panel and a second foam panel supported in a spaced apart, parallel relationship to form a concrete receiving cavity. Each of the first panel and the second panel having a top end, a bottom end, a first end, and a second end. The top end and the bottom end of each of the first and second panels having an outside row of a plurality of projections and an inside row of a plurality of projections. The projections of the outside row being spaced apart to define a plurality of recesses and the projections of the inside row being spaced apart to define a plurality of recesses with the projections of the outside row being adjacent to the recesses of the inside row and the recesses of the outside row being adjacent projections of the inside row. At least some of the projections of the inner row are set back from an inner edge of the panel such that when one panel is interconnected with a like panel, a plurality of spaced apart recesses are formed along an inner face defined by the interconnected panels. | 01-20-2011 |
| 20090064619 | Building Construction With Lost Shuttering and Construction Method - A plurality of pre-formed panels are provided. Each panel comprises construction boards held apart from each other by spaced apertured metal strength members ( | 03-12-2009 |
| 20110099932 | PANEL INTERLOCKING SYSTEM - A panel interlocking system ( | 05-05-2011 |
| 20080307735 | SYSTEM FOR SECURING CONCRETE FORM PANELS - An improved concrete form ( | 12-18-2008 |
| 20110107702 | Building Structures and Components Therefor - A building component for a structure, the building component including a component body which includes two spaced apart and generally parallel interconnected side walls having opposed ends and opposed longitudinally extending sides, the building component being adapted to join with a second building component or to a connector for joining the building component to the second building component, the building component further including a plurality of coupling elements arranged at spaced-apart intervals along a length of the sidewalls from one of the longitudinal sides to the other and arranged such that in use the side walls can be cut or otherwise separated along the length thereof so as to provide a coupling element at the cut or separated end which is adapted to cooperate with a coupling element on said connector for securement of the component to the second building component or connector. A building component for a structure, the building component including a component body which includes two spaced apart and generally parallel interconnected side walls having opposed ends and opposed longitudinally extending sides, the building component being adapted for joining to another building component or to a connector for joining the building component to another building component, the building component further including coupling elements disposed at said opposed longitudinally extending sides of the sidewalls which cooperate for securement of the component to the other building component or connector, wherein each of the side walls comprises inner and outer skin elements which are spaced apart and interconnected by a plurality of webs which extend between the inner and outer skin. | 05-12-2011 |
| 20110131911 | WALL FORMING SYSTEM AND METHOD THEREOF - 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. | 06-09-2011 |
| 20120304570 | Anchor system of a concrete wall formwork - A locking device | 12-06-2012 |
| 20110314760 | LOAD BEARING WALL FORMWORK SYSTEM AND METHOD - 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. A wall formed by the foregoing components and a method of assembling a wall formwork are also disclosed. | 12-29-2011 |
| 20120233950 | CONCRETE WALL SYSTEMS AND METHODS AND SPACERS THEREFOR - A concrete wall system includes first and second opposing wall panels and a plurality of spacers disposed between the first and second wall panels. A plurality of reinforcing bars is placed between the first and second wall panels and supported by the spacers, and a concrete core is disposed between the first and second wall panels such that the spacers and the reinforcing bars are embedded in the concrete core. Each one of the spacers has a cup-like body defining a closed first end and an open second end with a flange formed on the second end. The spacer bodies are tapered so that the spacers are stackable. | 09-20-2012 |
| 20120204510 | MULTI-STOREY INSULATED CONCRETE FORM STRUCTURE HAVING OPENINGS AND METHOD OF CONSTRUCTION - Methods of constructing an insulated concrete form structure and insulated concrete form structures having been built using the methods. The insulated concrete form structure having a structure opening through the structure, the structure opening defined by form edges and opening forms bonded to a concrete core of the structure. A method comprising 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, creating the concrete core of the structure. | 08-16-2012 |
| 20100095623 | Modular form for building a preinsulated, roughly finished concrete wall and method of building a structure therewith - A system of building modules that may readily be assembled into wall structures that, when filled with concrete forms an insulated, roughly-finished wall structure ready to receive both exterior and interior wall treatments. The building modules may readily be assembled by relatively untrained personnel and forms walls typically having an overall R-value in the range of approximately 30. The novel building modules eliminate the need for setting traditional concrete forms and of finishing a bare concrete wall. The modules are provided in various lengths, the lengths typically being multiples of 16 inches. | 04-22-2010 |
| 20120247046 | WALL CONSTRUCTION PANELS AND METHODS FOR FORMING STRUCTURES USING WALL CONSTRUCTION PANELS - One embodiment of the present invention provides a wall construction panel, comprising: a pair of walls connected by a plurality of stringers that allow the walls to be opened from a folded flat configuration to a popped open configuration; wherein the folded flat configuration allows for compact shipping; wherein the popped open configuration allows the walls to be filled with one or more tilling materials to provide strength, mass and/or impact resistance to the panel. | 10-04-2012 |
| 20110179736 | CONCRETE MATRIX STRUCTURE - A parallelepiped structure ( | 07-28-2011 |
| 20100050551 | Method and Apparatus for Using Foam Panels As Forms For Making Concrete Walls - A foam panel concrete form is provided for using concrete reinforcement rods which extend on each side of a joint in the foam panel concrete form and into complementary shaped openings in ties which hold two adjacent panels in a spaced and parallel relationship. The concrete reinforcement rod can pass into the openings in adjacent ties with little resistance in a first rotary position of the concrete reinforcement rod. When the concrete reinforcement rod is rotated to a second rotational position within the openings the reinforcement rod is in a tight frictional fit in the openings for helping to hold adjacent ties and the adjacent foam panels in a fixed relationship with respect to each other during a time when concrete is poured between the foam panels, thereby also serving to re-enforce the concrete after the concrete has cured. | 03-04-2010 |
| 20120073229 | RETAINING WALL - Disclosed is an economical and effective way of producing a modular retaining wall, using only blocks which in and of themselves are of insufficient thickness to function as retaining wall blocks. The modular wall includes backer blocks and facing blocks which are connected by connectors in a back to back, spaced apart arrangement, thereby forming a hollow retaining wall. The hollow wall can be filled with loose filler material to increase the mass and retaining capacity of the wall. Further disclosed are wall components and a wall kit for a modular retaining wall. A double sided decorative wall is also disclosed. The modular wall system allows for the construction of retaining walls and freestanding, double sided, decorative walls forming both straight and curved walls. | 03-29-2012 |
| 20100242395 | INSULATING CONCRETE FORM BLOCK - An insulating concrete form block adapted to be interlocked with other insulating concrete blocks to form an insulating concrete form for casting concrete. The insulating concrete block including a first foam panel and a second foam panel supported in a spaced apart, parallel relationship to form a concrete receiving cavity. Each of the first panel and the second panel having a top end, a bottom end, a first end, and a second end. The top end and the bottom end of each of the first and second panels having an outside row of a plurality of projections and an inside row of a plurality of projections. The projections of the outside row being spaced apart to define a plurality of recesses and the projections of the inside row being spaced apart to define a plurality of recesses with the projections of the outside row being adjacent to the recesses of the inside row and the recesses of the outside row being adjacent projections of the inside row. At least some of the projections of the inner row are set back from an inner edge of the panel such that when one panel is interconnected with a like panel a plurality of spaced apart recesses are formed along an inner face defined by the interconnected panels. | 09-30-2010 |
| 20120260596 | Concrete Form Brace - 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. | 10-18-2012 |
| 20110265413 | Holding units for stay in place molds - The instant invention provides stay in place molds for the construction of concrete structures comprising fiber cement 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 surfaces of the cement panels in a series of columns separated from each other at predetermined distance. Within each column each holding unit are apart form the next one at a predetermined distance. The particular structure of the holding units, particularly its small size and its distribution pattern at the interior surface of the molds facilitates the uniform contact of the liquid cement mixture and increases the strength and resistance of the structure prepared using the molds. | 11-03-2011 |
| 20110265412 | STUD FRAME AND FORMWORK PANEL CONSTRUCTED THEREFROM - A stud frame comprising a first side member ( | 11-03-2011 |
| 20080229692 | Insulated Foam Panel Forms - A corner bracket for modular foam forms for poured concrete walls includes an outer, horizontal strap with generally vertical strips attached thereto or molded therewith for encapsulation in the outside and optionally the inside foam panels of such a form. | 09-25-2008 |
| 20110296783 | Modular form for building a preinsulated, roughly finished concrete wall and method of building a structure therewith - A system of building modules that may readily be assembled into wall structures that, when filled with concrete, form an insulated, roughly-finished wall structure ready to receive both exterior and interior wall treatments. The building modules may be readily assembled by relatively untrained personnel and form walls typically having an overall R-value in the range of approximately 30. The novel building modules eliminate the need for setting traditional concrete forms and of finishing a bare concrete wall. The modules are provided in various lengths, the lengths typically being multiples of 16 inches. | 12-08-2011 |
| 20110308184 | FIXING SYSTEM AND METHOD - A method of fixing overlaying components together, comprising the step of piercing nails having a profiled shank through the components to fix those components together. Structures including metal sheet are also disclosed which utilize this fixing technique. The structures include composite wall panels used in tilt up wall panel construction. | 12-22-2011 |
| 20120137613 | Insulated Concrete Walls - An insulated concrete wall includes a first form board, a second form board, a plurality of spacers, a plurality of rebar rods, a quantity of poured concrete and at least one insulation sheet. Each spacer includes at least one vertical passage for receiving a vertical rebar rod and a horizontal passage for receiving a horizontal rebar rod. The plurality of spacers are attached between the first and second form boards to create a concrete cavity. The quantity of concrete is poured into the cavity. The sheet of insulation may be attached to one or both form boards. The at least one insulated sheet may be replaced by an additional form board and the plurality of spacers. The additional form board would create an additional cavity, which would be filled with an insulation material. Alternatively, the two outer cavities may be filled with concrete and the center cavity filled with insulation. | 06-07-2012 |
| 052431000 | Module reinforcement anchored in section | 1 |
| 20100050552 | METHODS AND APPARATUS FOR PROVIDING LININGS ON CONCRETE STRUCTURES - 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. In particular embodiments, the concrete-anchoring features comprise a stem which extends in the inward/outward and longitudinal directions and, at a distance spaced apart from the panels in the inward/outward direction, one or more leaves which extend in the longitudinal and transverse directions to provide anchoring surfaces. Concrete is then poured into the form on an interior of the lining panels and allowed to solidify in the form. As the concrete solidifies, the concrete-anchoring components bond the lining panels to the resultant concrete structure. | 03-04-2010 |
| 052432000 | Facer reinforcement anchored in section | 2 |
| 20100107537 | Method for Attaching a Reinforcement or Facing on an Existing Structural Component and Structural Component with Attached Reinforcement or Facing - In a method for connecting a reinforcement or facing of hydraulic-setting material of cement mortar mixture or concrete mixture on a structural component, a multi-layer reinforcement mat is attached to a structural component. A smoothing cement of hydraulic-setting material is filled into outer fabric layers of the reinforcement mat. The smoothing cement is allowed to set to form a substitute formwork. Into the space between the substitute formwork and the structural component a flowable cement mortar mixture or concrete mixture is filled in. | 05-06-2010 |
| 20130047539 | Building Structure - The present invention relates to the construction of buildings as well as elements, structures and methods used in their construction. There is described a pre-fabricated formwork module ( | 02-28-2013 |
| 052434000 | Modules fixed to preformed sustainer | 5 |
| 20080302046 | Form for aligning masonry materials - An alignment tool, for aligning masonry structures, includes at least one pair of upright guides arranged on one side of the alignment tool for centering masonry materials such as blocks or bricks. In a first embodiment for use with laying bricks, other uprights are provided on an opposite sides of the alignment tool for aligning a center of a brick over or under a mortar joint and an additional pair of uprights are provided on one end of the alignment tool. In a second embodiment, an upright is provided along a central rib of the alignment tool for insertion into a hole in a brick. Method steps for using the tool are also disclosed. | 12-11-2008 |
| 20080263982 | INSULATED STONE, WALL STRUCTURE USING SAME AND METHOD OF ASSEMBLING A WALL STRUCTURE - The present invention discloses a manufactured stone comprising a body and an insulating core. The body has a base, an exterior portion and an interlocking mechanism. The exterior portion has an aesthetic face. The interlocking mechanism is adapted to interlock with another similar manufactured stone. The insulating core is at least partly imbedded in the body. The insulating core has a thickness sufficient to provide the body with an R-value of at least R8. The manufactured stone may also be made with a mid portion placed between the base and the exterior portion. The mid portion is recessed both from the base and the exterior portion. In that case, the R-value may be less than R8. The invention also discloses a wall structure comprising, from an interior to an exterior, a wall framing, a sheathing material and a plurality of manufactured stones. The wall framing is made of a plurality of wall studs. The wall studs are placed at a distance from each other so as to define insulating spaces in between them. The sheathing material is attached to the wall studs. The manufactured stones are attached to the sheathing material. A method of assembling a wall structure is also disclosed. The method of assembling a wall structure comprising the step of fastening an insulated stone having a R-value of at least R8 to a wall sub-structure having an R-value less than R20. | 10-30-2008 |
| 20090100777 | STRUCTURAL DEVICE FOR IMPROVING THE THERMAL EXPANSION RESISTANCE OF A STRUCTURE - The structural panel assembly structure has a rigid, substantially plane panel and at least one one-piece attachment part, produced by moulding, glued to the panel. The attachment part has a first plane face including a recess that can receive a glue and rims intended to retain the glue around the recess and at least one opening. A bar is fastened to the first plane face. The materials of the attachment part and the panel are composite materials and the bar has a metal insert that is inserted when moulding the attachment part and is intended to be threaded. | 04-23-2009 |
| 20110113714 | System and Method of Use for Composite Floor - A system and method of constructing a composite floor system having increased shear transfer between a slab and support members of the system is described. The composite floor system may include any combination of the following elements: a support member, a reinforcing member, a transfer member, a decking material, a fastener, and/or a slab. The transfer member may be connected to the support member. | 05-19-2011 |
| 052435000 | Flange web-type sustainer embedded in section | 1 |
| 20100218447 | THIN BRICK AND METHOD FOR MAKING - A thin brick and method of forming a thin brick having a generally rectangular base portion with a plurality of laterally extending tabs extending therefrom is provided. An outer perimeter edge of each tab and a respective opposite side of the base portion has a precise dimension. A decorative upper portion is integrally formed with the base portion and has a generally rectangular shape, sized and shaped to substantially match the size and shape of the base portion. The upper portion extending from the base portion has a thickness that is at least equal to a thickness of the base portion. | 09-02-2010 |
| 052436000 | Section between integral interfitting means on modules | 1 |
| 20080245013 | Building Formwork Module for Use in a Modular Concrete Formwork System - There is provided a building formwork module ( | 10-09-2008 |
| 052437000 | Section filling opposed channels in adjacent modules | 2 |
| 052438000 | Dissimilar material member in section | 2 |
| 20120060438 | INTERLOCKING WALL UNIT SYSTEM FOR CONSTRUCTING A WALL ON A PRE-EXISTING STRUCTURAL GRID MATRIX - A system for assembling two-sided walls on, through, and around a pre-installed structural steel grid. System wall units have an outer side and an inner side, the outer side being an outer wall surface, the inner side opposing an inner side of one or more wall units on an opposing side of the structural steel grid. Interlock elements extend through spaces in the structural steel grid and connect opposing wall units to prevent separation of the opposing wall units. Installed in courses, the wall units create a continuous void between opposing wall units, such that structural void fill material can be poured into the assembled wall at one or more openings, and the void fill material will fill the continuous void from the top of the wall to the bottom of the wall. Plumbing, electrical, and other building systems can be installed on the steel grid prior to wall assembly. | 03-15-2012 |
| 20120073230 | PRE-ENGINEERED BRICK PANEL AND METHODS OF MAKING AND INSTALLING SAME - Disclosed is a pre-engineered brick panel formed of first and second adjacent bricks, spaced apart by a grout joint. The surface of the first brick is adjacent to a surface of the second brick. Each of the adjacent surfaces includes a grout channel and the grout channels in adjacent surfaces are aligned with one another. Grout is disposed in both of the grout joint and the aligned grout channels. Also disclosed are methods for making and installing such pre-engineered panels. | 03-29-2012 |
| 052439000 | Section filling hollow or channel module | 4 |
| 20130042559 | WALL CONSTRUCTION SYSTEM - A wall construction system includes a plurality of leveling blocks arranged in a first course wherein each leveling block including an upper surface, a wall defining a leveling block void, and at least one leveling component having a leveling plate that engages the wall and at least one threaded adjuster extending through the plate. A plurality of field blocks is arranged in a second course atop the first course wherein each field block includes a lower surface that interfits with the upper surface of at least one of the leveling blocks and a wall defining a field block void aligned with the leveling block void of the one leveling block. A cementitious material is disposed in an aligned field block void and leveling block void of at least one of the field blocks and at least one of the leveling blocks, respectively. | 02-21-2013 |
| 20090277118 | Interlocking panel for light weight insulating concrete - An interlocking panel configured for lightweight insulating concrete has channels which form a profile that includes transversely protruding anchoring cavities. When the lightweight insulating concrete is poured into the channels and hardens, the concrete interlocks and forms an underside interlocking which resists vertical separation of the concrete from the deck panel. | 11-12-2009 |
| 20120144767 | Structural Insulating Core For Concrete Walls & Floors - The present invention relates a concrete wall where spacer blocks between framing members form a structural insulating core with column and beam molds to form a concrete wall. The spacer blocks interlock horizontally and vertically using a means of forming a tongue and groove connection between the spacer blocks and between the framing members. Various interlocking tongue and groove connections form different wall structures and horizontal bracing channels along with the horizontal tongue and trough add flexibility. Metal channels are used as framing members and the structural insulation core assembly allows the concrete wall to be poured over or below the structural insulating core. | 06-14-2012 |
| 20110120041 | STRUCTURAL STUD - Embodiments of a structural stud and panel for use in building a tilt-wall building are disclosed. Devices and methods for forming structural studs and panels are also disclosed. | 05-26-2011 |
| 052442000 | Dissimilar material member in section | 4 |
| 20100101166 | REINFORCING SPACER DEVICE - A reinforcing and spacing device is described for use in a masonry wall structure of successive courses of brick, block, stone or other similar masonry material. The reinforcing spacer device includes parallel side rods with interconnecting intermediate rods and spacing nodes disposed on the side rods and the intermediate rods. The embedment of the reinforcing spacer device in the horizontal and vertical mortar joints of a masonry wall structure provides simultaneous reinforcement of the horizontal mortar joint and uniform spacing of the brick, block, stone or other similar masonry material. The reinforcing spacer device is a labor-saving, combination device that is economical to manufacture and allows for proper positioning and strengthening of a masonry wall structure. | 04-29-2010 |
| 20100122504 | Environmentally sustainable form-inclusion system - An environmentally sustainable form-inclusion system that can be utilized in reinforced concrete structures. A goal of this invention is to provide structural systems that achieve the highest level of environmental sustainability by minimizing the structure's carbon footprint and embodied energy. This engineered form-inclusion system uses materials that might otherwise become waste in landfills. The system is designed to significantly reduce raw materials, labor for placement, and transportation of material for building construction. Materials used in this engineered system, that might otherwise be placed in landfills, include but are not limited to plastic bottles, bags, waste Styrofoam, packing materials, rubber tires, and other similar waste materials, preferably compressed or assembled into controlled shapes. The shapes of these forms can be spherical, square, rectangular, cylindrical, or any other, and are specifically engineered to provide form inclusions to significantly reduce the material (e.g., concrete and reinforcing steel) required for the structure, and to reduce the overall structural weight (seismic mass), thereby relieving demand on the structure's lateral and gravity systems. The inclusion system described herein allows for flat forming of horizontal framing throughout the structure, greatly reducing the material required for forming (limited beams/drops). | 05-20-2010 |
| 20110197533 | ENERGY ABSORBING WALL ASSEMBLIES AND RELATED METHODS - Energy absorbing wall assemblies, structures including energy absorbing wall assemblies, methods of making energy absorbing wall assemblies, and methods of utilizing energy absorbing wall assemblies are disclosed herein. In some embodiments, energy absorbing wall assemblies may include a first self-supporting wall structure, a second self-supporting wall structure, and an energy absorbing filler material positioned between the first self-supporting wall structure and the second self-supporting wall structure. In additional embodiments, methods of making an energy absorbing wall assembly may include assembling a first self-supporting wall structure, and assembling a second self-supporting wall structure defining a space between the first self-supporting wall structure and the second self-supporting wall structure. The methods may further include flowing an energy absorbing filler material into the space between the first self-supporting wall structure and the second self-supporting wall structure. | 08-18-2011 |
| 20090056263 | Cavity wall spacer, building structure and method - A cavity wall spacer, building structure, and method are disclosed. The cavity wall spacer determines a separation of building elements of two leaves of a wall. The cavity wall spacer comprises: a support body; and a plurality of spaced projections upstanding from the support body and operable to extend across a cavity between the leaves, each projection having a recessed channel operable to inhibit transfer of moisture from one end of each projection to another. The recessed channel prevents the passage of moisture along the length of the projection to prevent moisture from traveling between the two leaves of the wall, and reduces the amount of moisture which drips into the cavity. The recessed channel has no external obstructions and thus allows significantly improved stacking density. The projections are less prone to any damage since there are no external protrusions. | 03-05-2009 |
