A thermal brick support system includes a mounting bracket and a shelf. The mounting bracket has a mounting plate and a pair of spaced apart legs extending from the mounting bracket. The legs extend perpendicular from the mounting plate and each have an extension portion extending from the mounting plate and a depending portion depending from the extension portion. The extension portion spaces the depending portion from a plane defined by the mounting plate to define a gap. The legs each have a hook formed therein on a front edge. The shelf has an upstanding leg and a transverse leg. The upstanding leg has through wall slots formed therein to cooperate with the mounting bracket hooks. When the shelf is positioned on the mounting bracket, the hooks engage the slots to support the shelf from the mounting bracket. A mounting bracket for a thermal brick support system is also disclosed.
E04F 13/08 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
A dual-sided mounting bracket for a facade support system includes an L-shaped member having a baseplate for securing to a wall structure and a leg extending from and transverse to the baseplate. The leg defines inside and outside surfaces and a plane. The leg has first and second clips fomied therein on opposing sides of a height centerline and extending opposite directions from the leg plane. The clips each define an angled opening at free ends thereof and a capture region adjacent to the angled openings. The first and second clips are configured to receive the support member in either the first or second clip. A support system for supporting a facade on a wall structure includes at least two dual-sided mounting brackets and support member.
A dual-sided mounting bracket for a facade support system includes an L-shaped member having a baseplate for securing to a wall structure and a leg extending from and transverse to the baseplate. The leg defines inside and outside surfaces and a plane. The leg has first and second clips formed therein on opposing sides of a height centerline and extending opposite directions from the leg plane. The clips each define an angled opening at free ends thereof and a capture region adjacent to the angled openings. The first and second clips are configured to receive the support member in either the first or second clip. A support system for supporting a facade on a wall structure includes at least two dual-sided mounting brackets and support member.
E04F 13/08 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
E04B 1/38 - Connections for building structures in general
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
A rainscreen support system includes a pair of backup wall brackets having a baseplate, an extension leg extending outwardly from and transverse to the baseplate and a fastening finger extending from an end of the finger transverse to the extension leg. The fastening fingers having a thickness. An adjustable vertical support member has a mounting leg and a transverse leg. The mounting leg has openings that correspond with and receive the fastening fingers. The openings have a width larger than the thickness of the fastening fingers. The adjustable vertical support member is installed on the fingers by positioning the member on the fingers, through the openings and lowering the support member so that the fingers rest on an inner surface of the mounting leg. The support member is adjustable toward and away from the backup wall bracket baseplate to adjust a distance between the support member and the backup wall.
E04F 13/08 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
A rainscreen support system includes a pair of backup wall brackets having a baseplate, an extension leg extending outwardly from and transverse to the baseplate and a fastening finger extending from an end of the finger transverse to the extension leg. The fastening fingers having a thickness. An adjustable vertical support member has a mounting leg and a transverse leg. The mounting leg has openings that correspond with and receive the fastening fingers. The openings have a width larger than the thickness of the fastening fingers. The adjustable vertical support member is installed on the fingers by positioning the member on the fingers, through the openings and lowering the support member so that the fingers rest on an inner surface of the mounting leg. The support member is adjustable toward and away from the backup wall bracket baseplate to adjust a distance between the support member and the backup wall.
E04F 13/08 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
E04D 3/40 - Slabs or sheets locally modified for auxiliary purposes, e.g. for resting on walls, for serving as guttering; Elements for particular purposes, e.g. ridge elements, specially designed for use in conjunction with slabs or sheets
06 - Common metals and ores; objects made of metal
17 - Rubber and plastic; packing and insulating materials
Goods & Services
(1) Building materials, namely, metal hardware for use in the construction of buildings and walls, namely, veneer ties formed from metal wire, metal trusses and ladder mesh for reinforcing joints of masonry walls, and adjustable wall ties formed from metal wire; masonry metal hardware, namely, veneer ties, box ties, pintles, and metal anchors and fasteners therefor.
(2) Sealants for use in the construction industry for flashing, waterproofing, protection of exterior sheathing, or the prevention of air infiltration.
06 - Common metals and ores; objects made of metal
17 - Rubber and plastic; packing and insulating materials
Goods & Services
Building materials, namely, metal hardware for use in the construction of buildings and walls, namely, veneer ties formed from metal wire, metal trusses and ladder mesh for reinforcing joints of masonry walls, and adjustable wall ties formed from metal wire; masonry metal hardware, namely, veneer ties, box ties, pintles, and metal anchors and fasteners therefor Sealants for use in the construction industry for flashing, waterproofing, protection of exterior sheathing, or the prevention of air infiltration
9.
Veneer ties having asymmetrical transverse cross-sections and wall anchoring system utilizing the same
The veneer tie having a first end portion for being disposed in an outer wythe. A first leg and second leg of the veneer tie are vertically arranged, and both the first leg and second leg have a first transverse cross section that are asymmetrical. A first arm and a second arm of the veneer tie are horizontally arranged. The first arm and the second arm include a second transverse cross section. The second transverse cross section is different than the first transverse cross section of the first leg and second leg. A first end of the first arm and a first end of the second arm is adjoined to the first end portion. A joint portion adjoins a second end of the first arm and a second end of the second arm to an upper end of the first leg and an upper end of the second leg, respectively.
A facade support system for supporting a veneer on a structure includes a bracket configured to be attached to the structure. The bracket includes a back panel having opposite front and rear faces and a connecting member extending from the back panel in a generally forward direction. The connecting member defines a recess adjacent a front end of the connecting member. The bracket includes a support attachment member at least partially disposed within the recess. The facade support system includes a veneer support constructed to be attached to the bracket by the support attachment member. The veneer support is constructed to be disposed in a mortar bed joint of the veneer.
E04B 2/00 - Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
E04F 13/08 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04F 13/14 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements of glass
E04B 1/38 - Connections for building structures in general
E04B 2/56 - Walls of framework or pillarwork; Walls incorporating load-bearing elongated members
A facade support system for supporting a veneer on a structure includes a bracket configured to be attached to the structure. The bracket includes a back panel having opposite front and rear faces and a connecting member extending from the back panel in a generally forward direction. The connecting member defines a recess adjacent a front end of the connecting member. The bracket includes a support attachment member at least partially disposed within the recess. The facade support system includes a veneer support constructed to be attached to the bracket by the support attachment member. The veneer support is constructed to be disposed in a mortar bed joint of the veneer.
A washer for use in a cavity wall to connect to a veneer tie that joins an inner wythe and an outer wythe of the cavity wall. The washer has a washer body having a perimeter, a washer body first side, a washer body second side and a washer body side wall. A hole is substantially centrally located and through the washer body. At least one holder formed within the perimeter and protruding from at least one of the washer body first side and washer body second side, wherein the at least one holder is configured for receiving a portion of a veneer tie.
F16B 43/00 - Washers or equivalent devices; Other devices for supporting bolt-heads or nuts
E04F 13/08 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
13.
Cold formed, dual seal anchor and method of making
A cold formed anchor for use in an insulated cavity wall includes a unitary body formed with a driver portion and having large and small diameter portions. The driver portion may be formed with structure for connecting a veneer tie to the anchor. A method of making the cold formed anchor includes cold forming a driver portion and a reduced diameter portion from a blank.
B21K 23/04 - Making other articles flanged articles
E04B 1/76 - Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04F 13/08 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
A system and method for a wall anchor including a washer for use in a cavity wall to connect to a veneer tie that joins an inner wythe and an outer wythe of the cavity wall are disclosed. The washer includes an opening configured to receive a shaft associated with the wall anchor, a washer body first side configured to abut one or more surfaces associated with the inner wythe, a washer body second side, and a washer body side wall. The washer body having at least one receiving element, including at least one receiving element opening configured to receive a portion of the veneer tie.
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04B 2/02 - Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
16.
Apparatus, systems, and methods for use in a cavity space to connect to a veneer tie that joins an inner wythe and an outer wythe of the cavity space
A wall anchor for use in a cavity space to connect to a veneer tie that joins an inner wythe and an outer wythe of the cavity space. In one embodiment, the wall anchor system for use in a cavity space to connect to a veneer tie that joins an inner wythe and an outer wythe of the cavity space is disclosed. The wall anchor includes a straight elongated shaft with a longitudinal axis. The wall anchor also includes a first receiving space defined by a first curved section and a second receiving space defined by a second curved section that are both in the cavity space upon installation. A first end of the wall anchor fusibly attaches to the single location at an outward facing side of the wire element.
E04F 13/08 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04B 1/98 - Protection against other undesired influences or dangers against mechanical destruction, e.g. by air-raids
A facade support system for attachment to a floor of a structure for supporting a veneer includes a bracket and a support. The bracket attaches to the floor. The bracket includes a back panel, a connecting member extending from the back panel in a first direction and a top flange extending from the back panel in a second direction that is generally opposite the first direction. The top flange attaches to an underside of the floor. The support attaches to the connecting member of the bracket and is to be disposed in a mortar bed joint of the veneer.
E04F 13/08 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
A facade support system for attachment to a floor of a structure for supporting a veneer includes a bracket and a support. The bracket attaches to the floor. The bracket includes a back panel, a connecting member extending from the back panel in a first direction and a top flange extending from the back panel in a second direction that is generally opposite the first direction. The top flange attaches to an underside of the floor. The support attaches to the connecting member of the bracket and is to be disposed in a mortar bed joint of the veneer.
A wall anchor for use in a cavity wall configured to connect to a veneer tie that joins an inner wythe, and an outer wythe of the cavity wall is disclosed. The wall anchor includes an elongated shaft having a first longitudinal axis, a fastening end section, a receiving end section, and a middle section. The wall anchor system further includes a panel including an interior positioned between at least two end surfaces, and a first insulating member spanning at least a portion of the interior of the panel. The receiving end section of the wall anchor system includes apertures defining an aperture wall for accepting sections of the veneer tie. The wall anchor system further includes a plurality of insulating members covering the aperture wall configured to reduce the transfer of thermal energy by the veneer tie between the inner wythe and the outer wythe.
E04F 13/08 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
E04F 13/00 - Coverings or linings, e.g. for walls or ceilings
A wall anchor for use in a cavity wall that connects to a veneer tie to join an inner wythe and an outer wythe of the cavity wall includes an elongate body and a collar. The elongate body has a driven end and a driving end and defines a longitudinal axis extending between the driven and driving ends. The collar connects to the veneer tie. The collar includes a body mounting portion mounted on the elongate body. The body mounting portion defines an aperture through which the elongate body extends and includes a first aperture forming portion and a second aperture forming portion. The first and second aperture forming portions define at least a portion of the aperture through which the elongate body extends. The first and second aperture forming portions are longitudinally offset with respect to one another along the longitudinal axis of the elongate body.
An anchor for use in joining inner and outer wythes of the wall. The outer wythe is formed from successive courses of masonry units with a mortar-filled bed joint between each two adjacent courses. The anchor comprises an engagement portion configured for disposition in the bed joint and an attachment portion coupled to the engagement portion. The attachment portion is configured to be secured to the inner wythe. The attachment portion defines an elongate slot. A bushing defines an opening sized and shaped to receive a fastener to attach the attachment portion to the inner wythe. The bushing is movably attached to the attachment portion to permit movement of the bushing and attachment portion relative to one another. This permits the engagement portion to move relative to the outer wythe to position the engagement portion in the bed joint when the fastener secures the attachment portion to the inner wythe.
A cold formed anchor for use in an insulated cavity wall includes a unitary body formed with a driver portion and having large and small diameter portions. The driver portion may be formed with structure for connecting a veneer tie to the anchor. A method of making the cold formed anchor includes cold forming a driver portion and a reduced diameter portion from a blank.
B21K 23/04 - Making other articles flanged articles
E04B 1/76 - Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04F 13/08 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
25.
COLD FORMED, DUAL SEAL ANCHOR AND METHOD OF MAKING
A cold formed anchor for use in an insulated cavity wall includes a unitary body formed with a driver portion and having large and small diameter portions. The driver portion may be formed with structure for connecting a veneer tie to the anchor. A method of making the cold formed anchor includes cold forming a driver portion and a reduced diameter portion from a blank.
A veneer tie for use in a wall to join a veneer wall to an inner wall. The veneer tie includes an attachment portion and an insertion portion. The attachment portion has a loop defining an opening configured to receive a fastener to secure the attachment portion to the inner wythe. The attachment portion is compressively reduced in a direction that is generally normal to the opening. The insertion portion is fixed to the attachment portion and extends in a direction transverse of the attachment portion. The insertion portion is configured for attachment to the veneer wall.
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04F 13/14 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements of glass
A veneer tie for use in a wall to join a veneer wall to an inner wall. The veneer tie includes an attachment portion and an insertion portion. The attachment portion has a loop defining an opening configured to receive a fastener to secure the attachment portion to the inner wythe. The attachment portion is compressively reduced in a direction that is generally normal to the opening. The insertion portion is fixed to the attachment portion and extends in a direction transverse of the attachment portion. The insertion portion is configured for attachment to the veneer wall.
A veneer tie for use in a wall to join a veneer wall to an inner wall. The veneer tie includes an attachment portion and an insertion portion. The attachment portion has a bent loop defining an opening configured to receive a fastener to secure the attachment portion to the inner wythe and a circumferential discontinuity located on the loop. The discontinuity has a width that is less than a width of the opening. The insertion portion is fixed to the attachment portion and extends in a direction transverse of the attachment portion. The insertion portion is configured for attachment to the veneer wall.
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04F 13/14 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements of glass
A facade support system can be attached to a wall of a structure to support a veneer on the wall. A bracket of the support system that can be attached to the wall includes a connecting plate and a mounting member. A support attached to the connecting plate can be disposed in a mortar bed joint of the veneer. A standoff positioned for engagement with the wall is selectively attachable to the connecting plate in different locations for maintaining a substantially horizontal position of the support. In some instances the mounting member may have detents engageable with detents on a washer. In other instances both the connecting plate and the mounting member include detents.
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04B 1/38 - Connections for building structures in general
E04F 13/08 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
E04F 13/14 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements of glass
E04B 1/76 - Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
A facade support system can be attached to a wall of a structure to support a veneer on the wall. A bracket of the support system that can be attached to the wall includes a connecting plate and a mounting member. A support attached to the connecting plate can be disposed in a mortar bed joint of the veneer. A standoff positioned for engagement with the wall is selectively attachable to the connecting plate in different locations for maintaining a substantially horizontal position of the support. In some instances the mounting member may have detents engageable with detents on a washer. In other instances both the connecting plate and the mounting member include detents.
E04F 13/24 - Hidden fastening means on the rear of the covering or lining elements
E04F 13/072 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements
A lintel system for supporting masonry blocks above an opening in a structure includes a lintel configured to span a width of the opening. The lintel includes a single spanning member having a top edge, a bottom edge, and a side face extending between the top and bottom edge. Supports are disposed at longitudinal ends of the single plate member. A stiffener is attached to the lintel for reinforcing the lintel. The stiffener extends in opposed relation to the side face along at least a portion of the side face.
E04C 3/07 - Joists; Girders, trusses, or truss-like structures, e.g. prefabricated; Lintels; Transoms of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
E04C 3/29 - Joists; Girders, trusses, or truss-like structures, e.g. prefabricated; Lintels; Transoms built-up from parts of different materials
E04C 3/44 - Arched girders or portal frames of concrete or other stone-like material, e.g. with reinforcements or tensioning members
A lintel system for supporting masonry blocks above an opening in a structure includes a lintel configured to span a width of the opening. The lintel includes a plurality of elongate splice plates each having opposite longitudinal ends. The splice plates are attached together end to end such that a longitudinal end of each splice plate is attached to a longitudinal end of at least one other splice plate.
A lintel system for supporting masonry blocks above an opening in a structure includes a lintel configured to span a width of the opening. The lintel includes a single spanning member having a top edge, a bottom edge, and a side face extending between the top and bottom edge. Supports are disposed at longitudinal ends of the single plate member. A stiffener is attached to the lintel for reinforcing the lintel. The stiffener extends in opposed relation to the side face along at least a portion of the side face.
A wall anchor for use in a cavity wall to connect to a veneer tie to join an inner wythe and an outer wythe of the cavity wall includes an elongate body having a longitudinal axis, a driven end portion and a driving end portion. The driven end portion is adapted to be threadedly mounted on the inner wythe of the cavity wall. The driving end portion includes a drive head including a receptor opening for capturing a portion of a veneer tie. The receptor opening extends transverse to the longitudinal axis of the elongate body through the drive head. A thermal spacer is attached to the elongate bod. The thermal spacer has a conductivity less than a thermal conductivity of the elongate body and is configured and arranged to reduce thermal transfer in the cavity wall along the elongate body.
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04B 1/76 - Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
A wall anchor for use in a cavity wall to connect to a veneer tie to join an inner wythe and an outer wythe of the cavity wall includes a hollow body having a wall defining a hollow interior. The hollow body includes a receptor located on the wall and configured to connect to an attachment portion of a veneer tie in a relation so as to transmit forces between the inner wythe and the outer wythe.
A high-strength partition top anchor and anchoring system is disclosed. The high-strength partition top anchor is a dynamic anchor that provides resistance to wall and deck separation during periods of high lateral forces. The partition top anchor is set within a slip tube embedded within the upper most portion of a partition or masonry wall and interconnected with a channel affixed to an overlying slab or deck structure.
E04B 1/04 - Structures consisting primarily of load-supporting, block-shaped or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04H 9/14 - Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against other dangerous influences, e.g. tornadoes, floods
40.
HIGH-STRENGTH PARTITION TOP ANCHOR AND ANCHORING SYSTEM UTILIZING THE SAME
A high-strength partition top anchor and anchoring system is disclosed. The high-strength partition top anchor is a dynamic anchor that provides resistance to wall and deck separation during periods of high lateral forces. The partition top anchor is set within a slip tube embedded within the upper most portion of a partition or masonry wall and interconnected with a channel affixed to an overlying slab or deck structure.
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04B 1/04 - Structures consisting primarily of load-supporting, block-shaped or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
E04H 9/02 - Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
E21D 21/00 - Anchoring-bolts for roof, floor, or shaft-lining protection
A hybrid wall reinforcement wall anchoring system is described for use in masonry cavity walls. The reinforcement and anchor is hybrid device installed within the backup wall and interlocked with novel veneer ties. The novel veneer ties are wire formatives and are manually connected and interlocked with the anchor. Once interlocked and installed within the cavity wall, lateral, vertical and front-to-back veneer tie movement is limited, strengthening the cavity wall structure. The inclusion of a reinforcement wire within the veneer tie and the exterior wall provides a seismic structure.
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04C 5/18 - Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of metal or substantially of metal
E04B 1/76 - Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
E04B 1/98 - Protection against other undesired influences or dangers against mechanical destruction, e.g. by air-raids
E04B 2/44 - Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially designed means for stabilising the position; Spacers for cavity walls
E04B 2/54 - Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities the walls being characterised by fillings in all cavities in order to form a wall construction
E04B 2/30 - Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid using elements having specially designed means for stabilising the position; Spacers for cavity walls
A veneer tie for use in a cavity wall to connect to a wall anchor to join an inner wythe and an outer wythe of the cavity wall includes an insertion portion configured for disposition in a bed joint of the outer wythe. A cavity portion is contiguous with the insertion portion, and a pintle is contiguous with the cavity portion and configured for attachment to a receptor of the wall anchor. A thermal coating is disposed on the pintle, the thermal coating being configured and arranged to reduce thermal transfer in the cavity wall between the veneer tie and the wall anchor when attached to the pintle.
E04B 1/16 - Structures made from masses, e.g. concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, sub-structures to be coated with load-bearing material
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
44.
Thermally-isolated anchoring systems with split tail veneer tie for cavity walls
A high-strength thermally-isolating surface-mounted anchoring system for a cavity wall is disclosed. The thermally-isolated anchoring system is adaptable to various structures, including high-span applications, and for use with a split tail veneer tie. The anchoring system includes an anchor base and a stepped cylinder which sheaths the mounting hardware to limit insulation tearing and resultant loss of insulation integrity. The anchoring system is thermally-isolated through the use of multiple strategically placed compressible nonconductive seals or elements. Seals are also provided to preclude penetration of air, moisture, and water vapor into the wall structure.
E04B 1/16 - Structures made from masses, e.g. concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, sub-structures to be coated with load-bearing material
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04C 5/01 - Reinforcing elements of metal, e.g. with non-structural coatings
A wall anchor for use in a cavity wall includes an elongate body having a driven end portion and a driving end portion. The driven end portion is adapted to be threadedly mounted on the inner wythe of the cavity wall. The elongate body includes a barrel portion adjacent the driven end portion. A first end of the barrel portion is adapted to abut the inner wythe of the cavity wall when installed. A thermal coating is disposed on the first end of the barrel portion. The thermal coating is configured and arranged to reduce thermal transfer in the cavity wall between the elongate body and the inner wythe when installed.
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04B 1/76 - Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
F16B 25/00 - Screws that form threads in the body into which they are screwed, e.g. wood screws, self-tapping screws
F16B 25/10 - Screws performing an additional function to thread-forming, e.g. drill screws
A wall anchor for use in a cavity wall includes an elongate body having a driven end portion and a driving end portion. The driven end portion is adapted to be threadedly mounted on the inner wythe of the cavity wall. The driving end portion includes a drive head including an interior surface defining a receptor for receiving a portion of a veneer tie. A thermal coating is disposed on the interior surface defining the receptor. The thermal coating is configured and arranged to reduce thermal transfer in the cavity wall between the elongate body and a veneer tie when attached to the elongate body.
A wall anchor for use in a cavity wall to connect to a veneer tie to join inner and outer wythes of the cavity wall of a building comprises an elongate body having driven and driving end portions. The driven end portion is adapted to be threadedly mounted on the inner wythe of the cavity wall. The elongated body includes a barrel portion adjacent the driven end portion. A first end of the barrel portion is adapted to abut the inner wythe of the cavity wall when installed. Wall anchors can undesirably facilitate heat transfer between the inner and outer wythes of the cavity wall. Accordingly, a thermal coating is disposed on the driven end portion and the first end of the barrel portion. The thermal coating is configured and arranged to reduce thermal transfer in the cavity wall between the elongate body and the inner wythe when installed.
A wall anchor for use in a cavity wall includes an elongate body having a driven end portion and a driving end portion. The driven end portion is adapted to be threadedly mounted on the inner wythe of the cavity wall. The driving end portion includes a drive head including an interior surface defining a receptor for receiving a portion of a veneer tie. A thermal coating is disposed on the interior surface defining the receptor. The thermal coating is configured and arranged to reduce thermal transfer in the cavity wall between the elongate body and a veneer tie when attached to the elongate body.
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04B 1/76 - Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
49.
Thermally coated wall anchor and anchoring systems with in-cavity thermal breaks for cavity walls
Thermally-isolating wall anchors and reinforcement devices and anchoring systems employing the same are disclosed for use in masonry cavity walls. A thermally-isolating coating is applied to the wall anchor, which is interconnected with a wire formative veneer tie. The thermally-isolating coating is selected from a distinct grouping of materials, that are applied using a specific variety of methods, in one or more layers and cured and cross-linked to provide high-strength adhesion. The thermally-coated wall anchors provide an in-cavity thermal break that severs the thermal threads running throughout the cavity wall structure, reducing the U- and K-values of the anchoring system by thermally-isolating the metal components.
A high-strength laser configured column anchor and anchoring system is disclosed. The high-strength column anchor provides high-strength pullout resistance when embedded within the wall bed joint. Specially-configured apertures, edging and dimension restrictions provide for flow-through mortar embedment within the wall bed joint. The edging provides irregular and regular patterns ensuring a secure fit within the bed joint. The column anchors include a hook attachment portion for secure attachment to the column flanges and optionally include a securement bar or clamp to further secure the column anchor to the column flanges.
A high-strength ribbon loop anchor and cavity wall anchoring system employing the same is disclosed. The ribbon loop anchor is a wire formative construct that is cold-worked with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the facing wall. The ribbon loops hereof, when part of the anchoring system, interengage with the veneer tie and are dimensioned to preclude significant movement lateral with or normal to the inner wythe.
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04B 1/04 - Structures consisting primarily of load-supporting, block-shaped or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
E04B 2/46 - Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially designed means for stabilising the position; Spacers for cavity walls by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
53.
Thermally coated wall anchor and anchoring systems with in-cavity thermal breaks
Thermally-isolating wall anchors and anchoring systems employing the same are disclosed. A thermally-isolating coating is applied to the wall anchor, which is interconnected with a wire formative veneer tie. The thermally-isolating coating is selected from a distinct grouping of materials, that are applied using a specific variety of methods, in one or more layers and cured and cross-linked to provide high-strength adhesion. The thermally-coated wall anchors provide an in-cavity thermal break that severs the thermal threads running throughout the cavity wall structure, reducing the U- and K-values of the anchoring system by thermally-isolating the metal components.
E04C 1/00 - Building elements of block or other shape for the construction of parts of buildings
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04B 1/76 - Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
54.
VENEER TIE AND WALL ANCHORING SYSTEMS WITH IN-CAVITY CERAMIC AND CERAMIC-BASED THERMAL BREAKS
Thermally-isolating veneer ties and anchoring systems employing the same are disclosed. A ceramic based thermally-isolating coating is applied to the veneer tie, which is interconnected with a sheetmetal surface-mounted wall anchor. The thermally- isolating ceramic coating is selected from a distinct grouping of materials, that are applied using a specific variety of methods, in one or more layers and cured and cross-linked to provide high- strength adhesion. The ceramic coating maintains a thermal expansion similar to that of the underlying wire formative to prevent cracking. The thermally-coated veneer ties provide an in- cavity thermal break that severs the thermal threads running throughout the cavity wall structure, reducing the U- and K-values of the anchoring system by thermally-isolating the metal components.
A high-strength disengagement prevention pintle veneer tie and anchoring system employing the same is disclosed. The high-strength veneer tie utilizes modified compressed wire formatives formed from a wire formative construct that is cold-worked, with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The veneer tie hereof, when part of the anchoring system, interengages with wall anchor and is dimensioned to preclude veneer tie movement and pullout through the use of the U-shaped securement portions. The veneer tie is installed within the wall anchor through a swinging motion, in either an over and through or under and through the anchor installation, fully securing the veneer tie within the anchor and providing flexibility during installation.
E04B 1/16 - Structures made from masses, e.g. concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, sub-structures to be coated with load-bearing material
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
56.
High-strength partition top anchor and anchoring system utilizing the same
A high-strength partition top anchor and anchoring system is disclosed. The high-strength partition top anchor is a dynamic anchor that provides resistance to wall and deck separation during periods of high lateral forces. The partition top anchor is set within a slip tube embedded within the upper most portion of a partition or masonry wall and interconnected with a channel affixed to an overlying slab or deck structure. Foam filler is emplaced within the slip tube and a compressible mat is positioned between the wall and the overlying slab or deck structure to further temper the results of high lateral forces on the building structure.
An anchoring system for cavity walls is disclosed and includes a stud-type wall anchor and veneer tie. The stud-type anchor is comprised of high-strength, nonconductive thermally-isolating components that maintain the insulation R-values. The anchor has a driver head, dual-diameter barrel, a driven tip and multiple thermally-isolating seals. The multiple seals and the dual-diameter barrel of the anchor fill the anchor-receiving channel and stabilize the wall anchor. The wall anchor is clamped in place by the multiple seals. The anchor operates with various veneer ties.
A fail-safe wall anchor for cavity walls includes a wingnut including receptors for receiving pintles of a veneer tie. Thermally insulative material is provided to inhibit transfer of heat from the veneer tie to the wall anchor. Back up structure is provided in the event the thermally insulative material fails to maintain the structural connection between the wall anchor and the veneer tie.
E04B 2/30 - Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid using elements having specially designed means for stabilising the position; Spacers for cavity walls
E04B 1/76 - Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
59.
Channel anchor with insulation holder and anchoring system using the same
A channel anchoring system for cavity walls is disclosed and includes a channel anchor and veneer tie. The anchoring system is used in conjunction with building structures that have a masonry construction veneer anchored to a steel stud frame or a masonry backup wall. The channel anchoring system secures both the veneer and the insulation to the framing or backup wall. The channel anchor includes a pocket compartment for the insulation that provides a non-invasive means for securing the insulation, thereby maintaining the insulation integrity.
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04B 1/76 - Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
60.
High-strength rectangular wire veneer tie and anchoring systems utilizing the same
A high-strength rectangular pintle veneer tie and cavity wall anchoring system employing the same is disclosed. The rectangular wire formative construct optionally includes a square cross-section that provides greater volumetric occupancy than that of a similar diameter circular wire formative. The interengaging portions and insertion portion are optionally compressed for greater strength and the rectangular shaped interengaging portion provides a locking interconnection within the anchor precluding significant movement lateral with or normal to the inner wythe.
E04B 1/98 - Protection against other undesired influences or dangers against mechanical destruction, e.g. by air-raids
E04H 9/02 - Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
A water-shedding flashing is sized and shaped to drain water away from a building. The flashing includes an elongate flexible membrane including a matrix and hydrophobic material within the matrix. The hydrophobic material within the matrix is present at surfaces of the membrane in quantities to reduce surface adhesion of water on the elongate flexible membrane.
E04B 1/62 - Insulation or other protection; Elements or use of specified material therefor
E04B 1/70 - Drying or keeping dry, e.g. by air vents
E04F 13/075 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements for insulation or surface protection, e.g. against noise or impact
A fail-safe wall anchor for cavity walls includes a wingnut including receptors for receiving pintles of a veneer tie. Thermally insulative material is provided to inhibit transfer of heat from the veneer tie to the wall anchor. Back up structure is provided in the event the thermally insulative material fails to maintain the structural connection between the wall anchor and the veneer tie.
F16B 1/00 - Devices for securing together, or preventing relative movement between, constructional elements or machine parts
F16B 35/04 - Screw-bolts; Stay bolts; Screw-threaded studs; Screws; Set screws with specially-shaped head or shaft in order to fix the bolt on or in an object
63.
CHANNEL ANCHOR WITH INSULATION HOLDER AND ANCHORING SYSTEM USING THE SAME
A channel anchoring system for cavity walls is disclosed and includes a channel anchor and veneer tie. The anchoring system is used in conjunction with building structures that have a masonry construction veneer anchored to a steel stud frame or a masonry backup wall. The channel anchoring system secures both the veneer and the insulation to the framing or backup wall. The channel anchor includes a pocket compartment for the insulation that provides a non-invasive means for securing the insulation, thereby maintaining the insulation integrity.
E04F 13/23 - Anchors, support angles or consoles adjustable
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04B 2/06 - Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
E04B 2/42 - Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
E04F 13/08 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
An anchoring system for cavity walls is disclosed and includes a stud-type wall anchor and veneer tie. The stud-type anchor is comprised of high-strength, nonconductive thermally-isolating components that maintain the insulation R-values. The anchor has a driver head, dual-diameter barrel, a driven tip and multiple thermally-isolating seals. The multiple seals and the dual-diameter barrel of the anchor fill the anchor-receiving channel and stabilize the wall anchor. The wall anchor is clamped in place by the multiple seals. The anchor operates with various veneer ties.
A high-strength rectangular pintle veneer tie and cavity wall anchoring system employing the same is disclosed. The rectangular wire formative construct optionally includes a square cross-section that provides greater volumetric occupancy than that of a similar diameter circular wire formative. The interengaging portions and insertion portion are optionally compressed for greater strength and the rectangular shaped interengaging portion provides a locking interconnection within the anchor precluding significant movement lateral with or normal to the inner wythe.
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04B 1/98 - Protection against other undesired influences or dangers against mechanical destruction, e.g. by air-raids
E04B 2/30 - Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid using elements having specially designed means for stabilising the position; Spacers for cavity walls
A high-strength partition top anchor and anchoring system is disclosed. The high-strength partition top anchor is a dynamic anchor that provides resistance to wall and deck separation during periods of high lateral forces. The partition top anchor is set within a slip tube embedded within the upper most portion of a partition or masonry wall and interconnected with a channel affixed to an overlying slab or deck structure. Foam filler is emplaced within the slip tube and a compressible mat is positioned between the wall and the overlying slab or deck structure to further temper the results of high lateral forces on the building structure.
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04B 1/98 - Protection against other undesired influences or dangers against mechanical destruction, e.g. by air-raids
E04H 9/16 - Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against adverse conditions, e.g. extreme climate, pests
F16B 5/00 - Joining sheets or plates to one another or to strips or bars parallel to them
F16B 19/00 - Bolts without screw-thread; Pins, including deformable elements; Rivets
67.
Thermally coated wall anchor and anchoring systems with in-cavity thermal breaks for cavity walls
Thermally-isolating wall anchors and reinforcement devices and anchoring systems employing the same are disclosed for use in masonry cavity walls. A thermally-isolating coating is applied to the wall anchor, which is interconnected with a wire formative veneer tie. The thermally-isolating coating is selected from a distinct grouping of materials, that are applied using a specific variety of methods, in one or more layers and cured and cross-linked to provide high-strength adhesion. The thermally-coated wall anchors provide an in-cavity thermal break that severs the thermal threads running throughout the cavity wall structure, reducing the U- and K-values of the anchoring system by thermally-isolating the metal components.
Thermally-isolating veneer ties and anchoring systems employing the same are disclosed. A thermally-isolating coating is applied to the veneer tie, which is interconnected with a sheetmetal surface-mounted wall anchor. The thermally-isolating coating is selected from a distinct grouping of materials, that are applied using a specific variety of methods, in one or more layers and cured and cross-linked to provide high-strength adhesion. The thermally-coated veneer ties provide an in cavity thermal break that severs the thermal threads running throughout the cavity wall structure, reducing the U- and K-values of the anchoring system by thermally-isolating the metal components.
A high-strength laser configured column anchor and anchoring system is disclosed. The high-strength column anchor provides high-strength pullout resistance when embedded within the wall bed joint. Specially-configured apertures, edging and dimension restrictions provide for flow-through mortar embedment within the wall bed joint. The edging provides irregular and regular patterns ensuring a secure fit within the bed joint. The column anchors include a flat and rotated form for secure attachment to the column flanges and optionally include a securement bar or clamp to further secure the column anchor to the column flanges.
Thermally-isolating wall anchors and anchoring systems employing the same are disclosed. A thermally-isolating coating is applied to the wall anchor, which is interconnected with a wire formative veneer tie. The thermally-isolating coating is selected from a distinct grouping of materials, that are applied using a specific variety of methods, in one or more layers and cured and cross-linked to provide high-strength adhesion. The thermally-coated wall anchors provide an in-cavity thermal break that severs the thermal threads running throughout the cavity wall structure, reducing the U- and K-values of the anchoring system by thermally- isolating the metal components.
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04B 1/76 - Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
A high-strength laser configured column anchor and anchoring system is disclosed. The high-strength column anchor provides high-strength pullout resistance when embedded within the wall bed joint. Specially-configured apertures, edging and dimension restrictions provide for flow-through mortar embedment within the wall bed joint. The edging provides irregular and regular patterns ensuring a secure fit within the bed joint. The column anchors include a flat and rotated form for secure attachment to the column flanges and optionally include a securement bar or clamp to further secure the column anchor to the column flanges.
Thermally-isolating wall anchors and reinforcement devices and anchoring systems employing the same are disclosed for use in masonry cavity walls. A thermally- isolating coating is applied to the wall anchor, which is interconnected with a wire formative veneer tie. The thermally-isolating coating is selected from a distinct grouping of materials, that are applied using a specific variety of methods, in one or more layers and cured and cross- linked to provide high-strength adhesion. The thermally-coated wall anchors provide an in-cavity thermal break that severs the thermal threads running throughout the cavity wall structure, reducing the U- and K-values of the anchoring system by thermally-isolating the metal components.
A high-strength laser configured column anchor and anchoring system is disclosed. The high-strength column anchor provides high-strength pullout resistance when embedded within the wall bed joint. Specially-configured apertures, edging and dimension restrictions provide for flow-through mortar embedment within the wall bed joint. The edging provides irregular and regular patterns ensuring a secure fit within the bed joint. The column anchors include a hook attachment portion for secure attachment to the column flanges and optionally include a securement bar or clamp to further secure the column anchor to the column flanges.
E04F 13/073 - Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements for particular building parts, e.g. corners or columns
74.
HIGH-STRENGTH RIBBON LOOP ANCHORS AND ANCHORING SYSTEMS UTILIZING THE SAME
A high-strength ribbon loop anchor and cavity wall anchoring system employing the same is disclosed. The ribbon loop anchor is a wire formative construct that is cold-worked with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the facing wall. The ribbon loops hereof, when part of the anchoring system, interengage with the veneer tie and are dimensioned to preclude significant movement lateral with or normal to the inner wythe.
A high-strength low profile partially compressed pintle veneer tie and anchoring system employing the same is disclosed. The high-strength pintle anchoring system employs a partially compressively reduced veneer tie that is cold-worked with the resultant body partially having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The partially compressively reduced veneer tie, when part of the anchoring system, interengages with the receptor portions of a wall anchor and is dimensioned to preclude significant veneer tie movement. The insertion portion of the veneer tie is compressed and patterned to ensure a secure hold within the bed joint.
An anchoring system for cavity walls is disclosed and includes a wall anchor and a high-strength veneer tie. The anchor includes nonconductive thermally-isolating components that maintain the insulation R-values. The anchor features seals located at insertion points in the layers of the interior wythe that stabilize the wall anchor and protect against the entry of liquids and vapor. The veneer tie utilizes a ribbon connector that is cold-worked with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The veneer tie, when part of the anchoring system, interengages with the wall anchor and is dimensioned to preclude significant veneer tie movement and to preclude pullout.
E04B 1/16 - Structures made from masses, e.g. concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, sub-structures to be coated with load-bearing material
79.
HIGH-STRENGTH PARTIALLY COMPRESSED LOW PROFILE VENEER TIE AND ANCHORING SYSTEM UTILIZING THE SAME
A high-strength low profile partially compressed pintle veneer tie and anchoring system employing the same is disclosed. The high-strength pintle anchoring system employs a partially compressively reduced veneer tie that is cold-worked with the resultant body partially having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The partially compressively reduced veneer tie, when part of the anchoring system, interengages with the receptor portions of a wall anchor and is dimensioned to preclude significant veneer tie movement. The insertion portion of the veneer tie is compressed and patterned to ensure a secure hold within the bed joint.
An anchoring system for cavity walls is disclosed and includes a wall anchor and a high-strength veneer tie. The anchor includes nonconductive thermally- isolating components that maintain the insulation R-values. The anchor features seals located at insertion points in the layers of the interior wythe that stabilize the wall anchor and protect against the entry of liquids and vapor. The veneer tie utilizes a ribbon connector that is cold-worked with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The veneer tie, when part of the anchoring system, interengages with the wall anchor and is dimensioned to preclude significant veneer tie movement and to preclude pullout.
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04B 1/98 - Protection against other undesired influences or dangers against mechanical destruction, e.g. by air-raids
E04B 2/30 - Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid using elements having specially designed means for stabilising the position; Spacers for cavity walls
Thermally-isolating veneer ties and anchoring systems employing the same are disclosed. A thermally-isolating coating is applied to the veneer tie, which is interconnected with a sheetmetal surface-mounted wall anchor. The thermally-isolating coating is selected from a distinct grouping of materials, that are applied using a specific variety of methods, in one or more layers and cured and cross-linked to provide high-strength adhesion. The thermally-coated veneer ties provide an in cavity thermal break that severs the thermal threads running throughout the cavity wall structure, reducing the U- and K-values of the anchoring system by thermally-isolating the metal components.
E04B 1/16 - Structures made from masses, e.g. concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, sub-structures to be coated with load-bearing material
82.
Low profile pullout resistant pintle and anchoring system utilizing the same
A high-strength low profile pullout resistant pintle and anchoring system employing the same is disclosed. The modified veneer tie utilizes ribbon pintles formed from a wire formative construct that is cold-worked with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The ribbon pintles hereof, when part of the anchoring system, interengage with receptor portions of a wall anchor and are dimensioned to preclude significant veneer tie movement and to preclude pullout. The insertion portion of the veneer tie is compressed and patterned to ensure a secure hold within the bed joint.
E04B 1/16 - Structures made from masses, e.g. concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, sub-structures to be coated with load-bearing material
83.
LOW PROFILE PULLOUT RESISTANT PINTLE AND ANCHORING SYSTEM UTILIZING THE SAME
A high-strength low profile pullout resistant pintle and anchoring system employing the same is disclosed. The modified veneer tie utilizes ribbon pintles formed from a wire formative construct that is cold-worked with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The ribbon pintles hereof, when part of the anchoring system, interengage with receptor portions of a wall anchor and are dimensioned to preclude significant veneer tie movement and to preclude pullout. The insertion portion of the veneer tie is compressed and patterned to ensure a secure hold within the bed joint.
A wall anchor for use in an insulated cavity wall has an elongated body extending from a driven end to a driving end. The driven end is adapted to be mounted on an inner wythe of a cavity wall structure. A rotation control portion of the elongated body may include teeth formed on the surface. A collar with at least one aperture for a veneer tie is located near the driving end. The collar may have a pawl associated with it and positioned to engage the teeth on the elongated body. The teeth of the elongated body and the pawl of the collar form a ratchet structure. The collar can be rotated relative to the wall anchor only in a single direction, with the interengaging ratchet structure preventing rotation in the opposite direction.
A wall anchor for use in an insulated cavity wall has an elongated body extending from a driven end to a driving end. The driven end is adapted to be mounted on an inner wythe of a cavity wall structure. A rotation control portion of the elongated body may include teeth formed on the surface. A collar with at least one aperture for a veneer tie is located near the driving end. The collar may have a pawl associated with it and positioned to engage the teeth on the elongated body. The teeth of the elongated body and the pawl of the collar form a ratchet structure. The collar can be rotated relative to the wall anchor only in a single direction, with the interengaging ratchet structure preventing rotation in the opposite direction.
E04B 2/30 - Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid using elements having specially designed means for stabilising the position; Spacers for cavity walls
F16B 13/00 - Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose
A hybrid wall reinforcement wall anchoring system is described for use in masonry cavity walls. The reinforcement and anchor is hybrid device installed within the backup wall and interlocked with novel veneer ties. The novel veneer ties are wire formatives and are manually connected and interlocked with the anchor. Once interlocked and installed within the cavity wall, lateral, vertical and front-to-back veneer tie movement is limited, strengthening the cavity wall structure. The inclusion of a reinforcement wire within the veneer tie and the exterior wall provides a seismic structure.
A high-strength pintle anchoring system for a cavity wall is disclosed. The high-strength pintle anchoring system employs a partially compressively reduced veneer tie that is cold-worked with the resultant body partially having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The partially compressively reduced veneer tie, when part of the anchoring system, interengages with the receptor portions of a wall anchor and are dimensioned to preclude significant movement lateral with or normal to the inner wythe.
E04B 1/16 - Structures made from masses, e.g. concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, sub-structures to be coated with load-bearing material
A hybrid wall reinforcement wall anchoring system is described for use in masonry cavity walls. The reinforcement and anchor is hybrid device installed within the backup wall and interlocked with novel veneer ties. The novel veneer ties are wire formatives and are manually connected and interlocked with the anchor. Once interlocked and installed within the cavity wall, lateral, vertical and front-to-back veneer tie movement is limited, strengthening the cavity wall structure. The inclusion of a reinforcement wire within the veneer tie and the exterior wall provides a seismic structure.
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
E04B 2/30 - Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid using elements having specially designed means for stabilising the position; Spacers for cavity walls
89.
THERMALLY-ISOLATED ANCHORING SYSTEMS FOR CAVITY WALLS
A high-strength thermally-isolating surface-mounted anchoring system for a cavity wall is disclosed. The thermally-isolated anchoring system is adaptable to varied structures, including high-span applications, and for use with interlocking veneer ties and reinforcement wires. The anchoring system includes an anchor base and a stepped cylinder which sheaths the mounting hardware to limit insulation tearing and resultant loss of insulation integrity. The anchoring system is thermally-isolated through the use of a series of strategically placed compressible nonconductive fittings. Seals are formed which preclude penetration of air, moisture, and water vapor into the wall structure.
A high-strength pintle anchoring system for a cavity wall is disclosed. The high-strength pintle anchoring system employs a partially compressively reduced veneer tie that is cold-worked with the resultant body partially having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The partially compressively reduced veneer tie, when part of the anchoring system, interengages with the receptor portions of a wall anchor and are dimensioned to preclude significant movement lateral with or normal to the inner wythe.
An L-shaped sheetmetal anchor with tubular leg and an anchoring assembly employing the same are disclosed. The assembly is adaptable to varied anchoring structures and for use with interlocking veneer ties and reinforcement wires to provide a high-strength surface mounted anchoring system for cavity walls. The stepped cylinders sheath the mounting hardware to limit insulation tearing and resultant loss of insulation integrity. The assembly is thermally-isolated through the use of a series of strategically placed compressible nonconductive fittings. The assemblies are vertically or horizontally surface mounted on the inner wythe.
A high-strength panel anchoring system for use in a cavity wall. A wall anchor is fixedly attached to an inner wythe. The wall anchor includes a set of pronged legs for insertion through insulation and securement against the inner wythe and a plate connecting the set of pronged legs and maintaining the legs at substantially right angles from the plate. The plate has an aperture to receive a fastener. A U-shaped separator is adjacent the wall anchor. A split veneer tie is adjacent the separator and opposite the wall anchor. The veneer tie includes a backplate having an aperture to receive a fastener and an insertion portion having a cavity end contiguous with the backplate and set at a substantially right angle thereto. The insertion portion has an insertion end having two legs set at opposite substantially right angles for interconnection with a plurality of panels forming an outer wythe.
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.
E04B 1/16 - Structures made from masses, e.g. concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, sub-structures to be coated with load-bearing material
E04B 1/41 - Connecting devices specially adapted for embedding in concrete or masonry
95.
Dual pintle and anchoring system utilizing the same
A high-strength dual pintle and anchoring system employing the same is disclosed. The modified veneer tie utilizes ribbon pintles formed from a wire formative construct that is cold-worked with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The ribbon pintles hereof, when part of the anchoring system, interengage with receptor portions of a wall anchor and are dimensioned to preclude significant movement lateral with or normal to the inner wythe.
E04B 1/16 - Structures made from masses, e.g. concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, sub-structures to be coated with load-bearing material
96.
High-strength pintles and anchoring systems utilizing the same
A high-strength ribbon pintle and cavity wall anchoring system employing the same is disclosed. The ribbon pintle is a wire formative construct that is cold-worked with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The ribbon pintles hereof, when part of the anchoring system, interengage with receptor portions of a wall anchor and are dimensioned to preclude significant movement lateral with or normal to the inner wythe.
E04B 1/16 - Structures made from masses, e.g. concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, sub-structures to be coated with load-bearing material
97.
HIGH-STRENGTH RIBBON PINTLES AND ANCHORING SYSTEMS UTILIZING THE SAME
A high-strength ribbon pintle and cavity wall anchoring system employing the same is disclosed. The ribbon pintle is a wire formative construct that is cold-worked with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The ribbon pintles hereof, when part of the anchoring system, interengage with receptor portions of a wall anchor and are dimensioned to preclude significant movement lateral with or normal to the inner wythe.
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.
E04B 1/16 - Structures made from masses, e.g. concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, sub-structures to be coated with load-bearing material
E04B 1/38 - Connections for building structures in general
E04B 1/02 - Structures consisting primarily of load-supporting, block-shaped or slab-shaped elements
E04C 5/00 - Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
A tubule assembly for thermally isolating a surface-mounted wall anchor and an anchoring system employing the same are disclosed. The thermally-isolated tubule assembly is adaptable to varied anchor structures and for use with interlocking veneer ties and reinforcement wires to provide a high-strength surface mounted anchoring system for cavity walls. The stepped cylinders sheath the mounting hardware to limit insulation tearing and resultant loss of insulation integrity. The tubule assembly is thermally-isolated through the use of a series of strategically placed compressible nonconductive fittings and set within the perimeter of the anchor base. Seals are formed which preclude penetration of air, moisture, and water vapor into the wall structure.
A wall anchor for use in an insulated cavity wall has an elongated body extending from a driven end to a driving end. A threaded portion at the driven end is adapted to be mounted on an inner wythe of a cavity wall structure. A drive head at the driving end has a surface facing the driven end of the wall anchor, with teeth formed on the surface. A collar with at least one aperture for a veneer tie is located near the driving end. The collar has teeth formed on a top surface generally facing the drive head. The teeth of the drive head and the collar are interengaging ratchet teeth, and a spring washer biases the collar against the drive head. The collar can only be rotated relative to the wall anchor in a single direction, with the interengaging ratchet teeth preventing rotation in the opposite direction.
