Abstract: A restoration anchoring system for use in cavity wall structures having an inner wythe and an outer wythe that requires remediation or re-anchoring is disclosed. The anchoring system employs a three-part system that is installed within the existing bed joints of the outer wythe to reattach and re-anchor the outer wythe to the structural inner wythe. The three-part system includes a helical dowel, a seismic T-clip and a reinforcement member. The helical dowel is self-threading and self-drilling. When the three-part system is installed within the outer wythe and attached to the inner wythe, the system is captively embedded in the outer wythe thereby providing a seismic construct.

Abstract: A spacer for an anchor includes a base having first and second sides. The first side is adapted for engagement with an anchor. At least two spikes extend from the second end of the base. An opening is provided within the base.

Abstract: A two-piece masonry anchor including a plate having opposing faces, an attachment feature extending from one of the faces, and a leg extending from the other of the faces having an insulation thickness guide and an elongate slot transverse to the extension direction of the leg, and an anchor adapted to attach to the leg of the plate and having first and second portions arranged to define a right angle therebetween. A seismic wall anchoring system including a plurality of masonry anchors interconnected by a rod.

Abstract: Assembly for temporarily attaching a vertical masonry guide to an inner leaf of a cavity wall during laying of the bricks of an outer leaf of a cavity wall, comprising an inner leaf attaching part for attaching the assembly to the inner leaf, a masonry guide attaching part for attaching the assembly to the masonry guide, and a connecting part for mutually connecting the inner leaf attaching part and the masonry guide attaching part.

Abstract: A block wall system including a block wall having a multiplicity of courses of blocks; at least one longitudinal reinforcement bar that extends through the block wall; and at least one bracket for locating the longitudinal reinforcement bar; wherein the longitudinal reinforcement bar passes through the void of at least one block in the block wall and through a capture zone of the bracket located within the block wall.

Abstract: Anchoring systems for use in cavity wall structures having an inner wythe and an outer wythe constructed of rubble stone are disclosed. The anchoring system employs an anchor fastened to or set within the inner wythe that extends into the cavity and connects to a J-hook. A vertically adjustable veneer tie enwraps the J-hook, limiting lateral movement and front-to-back displacement, and is set within the bed joint of the outer wythe. The anchoring system minimizes cavity size and provides stability for an uncoursed outer wythe equivalent to that of anchoring systems for standards coursed bed joints.

Abstract: A masonry anchor and method of use for connecting first and second spaced-apart walls defining a cavity therebetween, the anchor including an anchor bracket including a slot and a pintle engaging and carried by the anchor bracket and extending outwardly from the anchor bracket and bridging a cavity between the first and second walls. The pintle includes first and second laterally spaced-apart hooks for being positioned and locked in the slot of the anchor bracket. The hooks have a nominal spacing between them that is greater than a width of the slot, and are deformable into a position wherein the hooks are spaced apart by a distance that is less than the width of the slot for allowing the hooks to be inserted into the slot, and have sufficient positional memory to return from its deformed position to its nominal spacing when manual pressure is released.

Abstract: Anchoring systems for use in cavity wall structures having an inner wythe and an outer wythe constructed of rubble stone are disclosed. The anchoring system employs an anchor fastened to or set within the inner wythe that extends into the cavity and connects to a J-hook. A vertically adjustable veneer tie enwraps the J-hook, limiting lateral movement and front-to-back displacement, and is set within the bed joint of the outer wythe. The anchoring system minimizes cavity size and provides stability for an uncoursed outer wythe equivalent to that of anchoring systems for standards coursed bed joints.

Abstract: A building module. The building module has a rigid inner construction panel defining a planar surface thereon; one or more rigid brackets each affixed by one or more mechanical fasteners to the planar surface of the inner construction panel; a rigid, closed-cell, spray foam or adhesive matrix contiguous to and substantially covering the planar surface of the construction panel and filling and surrounding and/or embedding at least a major portion of the one or more brackets. Each of the one or more brackets bears a planar surface facing substantially away from the planar surface of the inner construction panel. The surface area of the planar surface of each of the one or more brackets is substantially smaller than the surface area of the planar surface of the construction panel to which it is affixed. There is also a method for making a building module, a method for constructing a building using the building module, and brackets useful in the building module.

Abstract: An anchor assembly for use in joining together a masonry wall structure and a supporting back wall structure wherein the back wall structure is preferably formed using insulated concrete form (ICF) blocks each having a pair of opposed ICF panels associated therewith, the anchor assembly including an anchor member and a tie member. The anchor member includes an anchor portion adapted to penetrate one of the ICF panels and having at least one opening associated therewith so as to lie between the opposed ICF panels when attached thereto for allowing poured concrete to flow therethrough, and an attachment portion having a tab member positioned and located to overlay an ICF panel flange member when the anchor member is inserted within the ICF panel, the tab member being attachable to the ICF panel flange member.

Abstract: A two-piece masonry anchor including a plate having opposing faces, an attachment feature extending from one of the faces, and a leg extending from the other of the faces having an insulation thickness guide and an elongate slot transverse to the extension direction of the leg, and an anchor adapted to attach to the leg of the plate and having first and second portions arranged to define a right angle therebetween. A seismic wall anchoring system including a plurality of masonry anchors interconnected by a rod.

Abstract: A method, kit and armature for assembling a number of upright slabs into a decorative enclosure are described herein. The armature includes a same number of armature elements than of slabs. A respective armature element is positioned at each intersection of two adjacent slabs. Each armature element includes a stopper for contacting onto one side face of corresponding slabs and a cable-receiving member mounted to the stopper. The armature further includes a cable that is mounted into the cable-receiving member and that is then tensioned to add rigidity to the assembly. The kit includes the armature elements, the cable, elastic bands and attachments that cooperate with the elastic band for holding the slabs in the predetermined configuration prior and during assembly of the armature. A tensioning element can further be used to tension the cable.

Abstract: A wall tie being a steel rod having a first end and a second end, the first end having a tapered helical screw with a crimped stop located a predetermined length from the end thereof, the crimped stop adapted to retain a stopping means, e.g., a washer. The washer serves as a depth gauge such that when the wall tie is screwed into a stud and the washer reaches the stud it acts as a stop preventing the wall tie from further penetrating the stud.

Abstract: A combination through-wall masonry flashing/drainage device having a flashing membrane with at least one reinforcing cloth adhered to at least one side of the flashing membrane. A wicking cloth made of a synthetic wicking material is then adhered to the device. The wicking cloth material is selected for wicking ability, life expectancy, mildew resistance, and strength characteristics.

Abstract: High-wind load wall anchors and high-wind load wall anchoring systems for cavity walls are described which utilize double-walled anchor constructs with interengaging wire formative veneer ties. The high wind load anchors are mounted upon an interior cavity wall and the veneer ties are embedded within joints of an exterior cavity wall. The anchors have an aperture, for threading the veneer ties therethrough and restricting undesired movement, coupled with a double-walled wing structure to resist anchor deformation by high-wind forces. For resistance against seismic forces, the high-wind load wall anchoring system has a reinforcement wire which snaps into contoured veneer ties.

Abstract: The present invention utilises impact-driven fastener (1) having a twisted body having: a common axial core (2) a protruding helix (3) and a trailing elongate lost-end driving shank: (4) of reduced radial diameter. The fastener incorporates two or three loosely wound loosely wound thread-cutting blade-like helical projections (5) extending radially from a solid axial core (2). These blade-like projections (5) are inclined upon a sweeping helical angle (8) of less than 42° to the longitudinal axis (9) of the core (2).

Abstract: 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.

Abstract: The present invention provides a block useful in the construction of walls and structures that is shaped in the general form of a rectangular solid. A horizontal channel extends along the entire length dimension of the block, open coincident with the top of the block. An open vertical channel associated with each end faces outwards toward an adjacent masonry block end. A protruding portion extends from the flat bottom with the same width of the open channel on the top, so that an interlocking connection is formed. A protruding rectangular portion is optionally incorporated into the front face portion, and also optionally into the rear face portion, leaving a recess along one end, and along the top, so that when assembled into a wall, the recessed parts of the face portion give the appearance of mortar joints. Vertical and horizontal rebar may be set within the aligned channels of the blocks when assembled into a wall.

Abstract: Anchor and reinforcement devices for a cavity wall are disclosed. The devices are combined with interlocking veneer anchors, and with veneer reinforcements to form unique anchoring systems. All the components of the system are wire formatives, including therewithin truss or ladder reinforcements and the eye extensions. The wall anchor portion of the device is fusibly attached to the exterior of the truss or ladder reinforcement by various metalworking techniques. Beyond the portions of the wire formatives inserted in the backup wall, the wire formatives are optionally reduced in height by cold-working thereof. The combined wall anchor and reinforcement devices are compressively reduced in height for spanning insulation mounted on the exterior of the backup wall. The low-profile portions are disposed between thick strips of insulation and maintain the insulative integrity thereof by preventing air leakage.

Abstract: A seismic construction system for a cavity wall is disclosed. The system is shown in three exemplary applications—a masonry backup wall with ladder—or truss-type reinforcement cooperating with a snap-in wire tie; a masonry backup wall with ladder—or truss-type reinforcement with a high-span wall anchor cooperating with a low-profile, snap-in wire tie; and a drywall backup wall with internal insulation, a sheetmetal wall anchor, and snap-in wire ties. The snap-in wire ties accommodate a continuous reinforcing wire for the outer wythe, which reinforcing wire snaps into the wire housings therefor with a predetermined force. With the interconnected wall and veneer anchors and the respective reinforcing elements a seismic construct is formed.

Abstract: An improved device for use in a cavity-wall construction includes a water-permeable body yielding a first-average opening size that is large enough to permit water to pass therethrough, but small enough to substantially prevent mortar and other debris from passing therethrough. The device includes a water-permeable material likewise adapted to permit water to pass therethrough, but also forms a barrier to insects which are of an effective size that is much smaller than the first-average opening size.

Abstract: A restoration anchoring system for use in cavity wall structures having an inner wythe and an outer wythe that requires remediation or re-anchoring is disclosed. The anchoring system employs a three-part system that is installed within the existing bed joints of the outer wythe to reattach and re-anchor the outer wythe to the structural inner wythe. The three-part system includes a helical dowel, a seismic T-clip and a reinforcement member. The helical dowel is self-threading and self-drilling. When the three-part system is installed within the outer wythe and attached to the inner wythe, the system is captively embedded in the outer wythe thereby providing a seismic construct.

Abstract: A tie system is provided for use with a wall form for a cementitious backup wall and for use with a wall tie to connect between the cementitious backup wall and a veneer. The tie system includes a backup wall connector and a form connector. The form connector is connectable to the form and secures the backup wall connector in position as the wall form is filled.

Abstract: An anchoring system for cavity walls is disclosed. The system includes a stud-type wall anchor and a wire formative veneer tie. The stud has a driver head, a dual-diameter barrel, and a driven tip. A flange at the juncture of the two barrels houses an interior seal; and a flange under the driver head, an exterior seal. The smaller diameter barrel is coextensive with the drywall installation; and the length of the larger diameter barrel, with the rigid insulation. The interior seal seals the insertion point into the drywall installation; and the exterior seal, the opening of the anchor-receiving channel. The interior seal and the larger barrel of the anchor fill the anchor-receiving channel and stabilize the wall anchor. Also, the wall anchor is clamped in place by the seals. The stud-type anchor operates with a variety of veneer ties for different applications.

Abstract: Wall blocks and methods of constructing walls from the wall blocks which have a side connection system interlocking adjacent blocks whereby a side of the block is provided with a channel or slot that is configured to engage a corresponding projection on the adjacent block. The side connection system may alternatively have a connection receiving cavity formed by channels or slots on the sides of the blocks which are configured to align with a channel or slot from adjacent blocks where a connector may be received to interlock the blocks.

Abstract: A prefabricated form assembly for making a concrete floor is disclosed. The form comprises an elongated form plate having a front for forming and retaining a flowable concrete material before it sets, anchor elements extending from the back face of the form plate, and being destined to be embedded into the concrete floor; and an L-shaped lintel having a back wall connected to the front face of the form plate and a bearing wall for supporting a masonry wall. Advantageously the construction of a concrete floor adapted to structurally retain a masonry wall using prefabricated form assemblies according to the invention no more requires the use of different groups of workers from different building trades as in the prior art, only one group of workers is required.

Abstract: A combination through-wall masonry flashing/drainage device having a flashing membrane with at least one reinforcing cloth adhered to at least one side of the flashing membrane. A wicking cloth made of a synthetic wicking material is then adhered to the device. The wicking cloth material is selected for wicking ability, life expectancy, mildew resistance, and strength characteristics.

Abstract: A wall structure of an architecture is provided, which comprises an outer wall having resistance against earthquakes and wind and an inner wall relatively inferior in the earthquake-resistance and so forth, so that the outer and inner walls are properly combined to share design loads. The wall structure includes the outer wall (2) of bricklaying structure in which bricks (A˜D) and metal plates (51) are stacked. Fasteners (60,62,63,70) extending through the bolt holes (7) of the bricks are tightened, and the vertically adjacent bricks are integrally connected with each other under prestress of the fasteners. The inner wall (3) is constructed inside of the outer wall, and the shear reinforcement member (10,20) connects the inner and outer walls with each other. The inner wall is constructed by a dry type of construction method, which can support a permanent vertical load such as a roof load.

Abstract: An insulating concrete 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 arranged in a spaced apart, parallel relationship to form a concrete receiving cavity. At least two web structures extending between the first foam panel and the second foam panel. Each web structure includes a pair of elongated end plates joined by a pair of web members. One of the end plates is embedded in the first foam panel and the other end plate is embedded in the second foam panel. Each of the end plates has at least one attachment element formed by providing a thickened area on the end plates.

Abstract: A masonry cavity wall structure includes a cast-in-place reinforced concrete structural wall member erected between and in confronting engagement with the outer side of a first, inner masonry wythe and the inner side of an outwardly spaced-away, upstanding wall of rigid insulation panels supported by wire tie members in embedded engagement in the mortar joints of the inner wythe, the inner wythe and tie-supported insulation panels also being used during construction of the cavity wall to provide the supporting concrete formwork for the poured structural wall member. A second, outer veneer wythe is erected a predetermined spaced distance outwardly from the insulation panels and forms an airspace cavity therebetween, the wire tie members also engaged in the mortar joints of the second, outer wythe whereby to structurally tie the masonry cavity wall together.

Abstract: A masonry block wall bracing wall anchor having a threaded portion connected to an intermediate portion of the wall anchor with the intermediate portion having a vertical cross-section generally sized to fit between and substantially bridge the vertical thickness of a bed joint between two successive courses of masonry blocks and the threaded portion available for connecting by means of a washer and a nut to a side support that braces a masonry block wall during construction. The preferred embodiment has an upper transverse fracture groove and a lower transverse fracture groove through which after completion of the wall selectively can propagate a fracture line when the masonry block wall is completed. The fracture grooves can facilitate selective fracturing of the wall bracing wall anchor thereby allowing removal of a protruding threaded portion of the anchor that extends beyond the outer face of the masonry wall.

Abstract: A studded membrane is proposed for the protection of buildings with a drainage and slip surface formed on the reverse side thereof. This ensures that water is drained between the studded membrane and the exterior surface of the building, between the studded membrane and the seal, between the studded membrane and the insulation.

Abstract: A retaining wall is formed of a series of courses of blocks, each of which includes a core. Engagement members are interposed between the blocks in adjacent courses for preventing relative forward movement between the blocks in adjacent courses. Each engagement member is mountable to the rear web of a lower block, and includes an upstanding projecting portion that engages the rear web of an upper block for preventing forward movement of the upper blocks relative to the lower blocks. The upstanding projecting portion engages the rear web of the upper block so that the front face of the upper block is located rearwardly of the front web of the lower block, to expose an upwardly open forward portion of the core of the lower block. The exposed portion of the lower block core may receive planting media, to enable plants to be planted in the exposed core of the lower block.

Abstract: A tie for insulated concrete forms that has a Z-bend configuration so that the tie is nestable with similar Z-bend ties in order to optimize the cubic volume and the weight of a container of nested ties for shipment.

Abstract: A spacer that attaches to wire grids used in laying concrete block or similar type block. A number of spacers are used to lay out a pattern in the block. The spacers have fingers that extend upward from the spacers. These fingers are used to align the blocks, above and below, to assure that each course remains level, plumb and square, with the courses of block remaining in proper alignment throughout the construction.

Abstract: A refractory system of the type having a refractory material attached to a wall by anchoring studs has a plurality of improved anchoring studs. These studs have grooves extending from the top toward the bottom of the stud and refractory material in at least some of the grooves. Preferably the grooves are parallel to one another and to a longitudinal centerline through the stud. The studs may have a smooth section on the side wall adjacent the bottom. The bottom may be conical. Spikes may be provided on the top of the stud.

Abstract: A masonry coupling system for use in commercial and residential construction is described. In one aspect, the invention includes an anchor channel mounted on a structure. The masonry coupling system further includes a key that interfaces the masonry veneer and interlocks with an anchor channel mounted on a structure.

Abstract: A reinforced masonry wall system includes a foundation and layers of masonry block having aligned vertical openings formed therein. Base reinforcing members are set in the foundation and extend upright at a height approximately the same as the height of a masonry block. Covers are placed on the upper ends of the placed reinforcement members to protect the reinforcement members from falling mortar. The wall is built over the base reinforcement members. When additional vertical members are attached, the cover is removed and the ends of the reinforcing member are cleaned. An elongated reinforcing member is inserted through the aligned openings of the masonry blocks and connected to the previously attached reinforcing member. The process can be repeated to construct a wall of increased height with the reinforcing members connected in an end-to-end configuration.

Abstract: The present invention relates to new useful improvements in monolithic building construction that will reduce significantly the cost of it and will simplify the entire process and provide an outstanding quality. The innovation of the present invention is the idea to use a conventional material (drywall, backboard, brick, precast decorative stone, ceramic tile, etc), which usually is being applied to already build monolithic concrete structure, to assemble a form in which the concrete will be poured to raise the structure itself.

Abstract: A corrugated board is secured to the inner wall of a cavity wall construction to establish a defined spacing between the inner and outer walls and prevent excess mortar from bridging to the inner wall. The corrugated board has a series of spaced channels, furrows or grooves into which an anchor projects into the studs of the inner wall to secure the outer wall. The corrugated board is installed prior to the construction of the outer wall and establishes a minimum spacing or gap between the walls based upon the thickness of the board. The outer wall is constructed immediately adjacent to the outer face of the corrugated board. The grooves or channels of the corrugated board create a chamber for vapor and air circulation. The board eliminates bridging by the mortar and provides an air conduit to exhaust even the minimal amounts of vapor that will occur in the cavity.

Abstract: A system includes a back up wall and a veneer wall spaced from the back up wall. An anchor shaft has a first end secured to the back up wall, and a second free end of the shaft projects into a space between the back up wall and the veneer wall. A wing nut has a central barrel disposed on the shaft proximate the free end. The wing nut is spaced apart from a surface of the back up wall. A first generally planar side wing extends laterally from the central barrel of the wing nut. A second generally planar side wing extends laterally from the central barrel. The first side wing includes a first opening for receipt of a first wire tie leg, and the second side wing includes a second opening for receipt of a second wire tie leg. The wing nut is independently rotatable relative to the shaft to angularly orient the wings and thus the openings as desired.

Abstract: A system consists of blocks (1) provided with grooves (19, 21) as well as joining elements (23) which are situated in the grooves for positioning the blocks with respect to each other. The block (1) has two joining sides (3, 5) for joining the blocks situated above and/or below it. Starting with a rough, undressed block, a layer of the rough block is removed from both joining sides over the whole surface, so that the joining sides (3, 5) become bearing surfaces (15, 17), which form the contact surfaces with the blocks above and below them. When dressing the rough block one makes sure that the distance (18) between the bearing surfaces (15, 17) lies within narrow tolerances of a desired value. Because of this, the blocks in a course lie precisely in a horizontal plane. The grooves (19, 21) and joining elements (23) make sure that the blocks lie precisely in a vertical plane.

Abstract: An apparatus (“chair”) for supporting one or more reinforcement bars or post-tension cables (“bars/cables”) in a concrete structure includes a base member having a centered opening, a pair of opposing first leg members extending upward from the base member at a first angle, a pair of opposing second leg members extending upward from the base member at a second angle, and a strap-shaped locking cradle. The strap-shaped locking cradle includes an arc-shaped receiving portion attached to the first and second leg members, a flexible portion suitable for wrapping over the bars/cables and a fastener to affix the flexible portion to the arc-shaped receiving portion or one of the first leg members such that transverse and vertical movement of the bars/cables is limited and longitudinal movement of the bars/cables is allowed.

Abstract: An anchoring device configured for reinforcing and renovating an existing masonry wall. The anchoring device is preferable a plastic anchoring device configured to be inserted in a hole in the existing masonry wall, and then preferable expanded to securely anchor same.

Abstract: An anchoring device configured for reinforcing and renovating an existing masonry wall. The anchoring device is preferable a plastic anchoring device configured to be inserted in a hole in the existing masonry wall, and then preferable expanded to securely anchor same.

Abstract: A corrugated wall tie includes rounded corners to avoid injury to installers and other workmen.

Abstract: A tie system is provided for use with a wall form for a cementitious backup wall and for use with a wall tie to connect between the cementitious backup wall and a veneer. The tie system includes a backup wall connector and a form connector. The form connector is connectable to the form and secures the backup wall connector in position as the wall form is filled.

Abstract: An anchor assembly for use in joining together a masonry wall structure and a supporting back wall structure wherein the back wall structure is preferably formed using insulated concrete form (ICF) blocks each having a pair of opposed ICF panels associated therewith, the anchor assembly including an anchor member and a tie member. The anchor member includes an anchor portion adapted to penetrate one of the ICF panels and having at least one opening associated therewith so as to lie between the opposed ICF panels when attached thereto for allowing poured concrete to flow therethrough, and an attachment portion having a tab member positioned and located to overlay an ICF panel flange member when the anchor member is inserted within the ICF panel, the tab member being attachable to the ICF panel flange member.

Abstract: A seismic construction system for a cavity wall is disclosed. The system is shown in three exemplary applications—a masonry backup wall with ladder- or truss-type reinforcement cooperating with a snap-in wire tie; a masonry backup wall with ladder- or truss-type reinforcement with a high-span wall anchor cooperating with a low-profile, snap-in wire tie; and a drywall backup wall with internal insulation, a sheetmetal wall anchor, and snap-in wire ties. The snap-in wire ties accommodate a continuous reinforcing wire for the outer wythe, which reinforcing wire snaps into the wire housings therefor with a predetermined force. With the interconnected wall and veneer anchors and the respective reinforcing elements a seismic construct is formed.

Abstract: The present invention relates to a composite coating for architectural pieces used in building and remodeling of existing buildings. The architectural pieces include plastics, polyurethanes, wood and glass decorative items, granite and all manners of stone, wood inlays, wood flooring products, full size brick and pavers as well as thin veneer varieties such as brick or stone veneer. In addition, the invention relates to a method for grouting the architectural pieces.