Thermal wall anchor

Information

  • Patent Grant
  • 9140001
  • Patent Number
    9,140,001
  • Date Filed
    Tuesday, June 24, 2014
    10 years ago
  • Date Issued
    Tuesday, September 22, 2015
    8 years ago
Abstract
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.
Description
FIELD OF THE INVENTION

The present invention generally relates to anchoring systems for insulated cavity walls, and more specifically, a thermal wall anchor that creates a thermal break in a cavity wall.


BACKGROUND

Anchoring systems for cavity walls are used to secure veneer facings to a building and overcome seismic and other forces (e.g., wind shear, etc.). Anchoring systems generally form a conductive bridge or thermal pathway between the cavity and the interior of the building through metal-to-metal contact. Optimizing the thermal characteristics of cavity wall construction is important to ensure minimized heat transfer through the walls, both for comfort and for energy efficiency of heating and air conditioning. When the exterior is cold relative to the interior of a heated structure, heat from the interior should be prevented from passing through to the outside. Similarly, when the exterior is hot relative to the interior of an air conditioned structure, heat from the exterior should be prevented from passing through to the interior. The main cause of thermal transfer is the use of anchoring systems made largely of metal components (e.g., steel, wire formatives, metal plate components, etc.) that are thermally conductive. While providing the required high-strength within the cavity wall system, the use of metal components results in heat transfer. Failure to isolate the metal components of the anchoring system and break the thermal transfer results in heating and cooling losses and in potentially damaging condensation buildup within the cavity wall structure. However, a completely thermally-nonconductive anchoring system is not ideal because of the relative structural weakness of nonconductive materials.


SUMMARY

In one aspect, 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. The elongate body has 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.


In another aspect, 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. The elongate body has a driven end portion, a driving end portion, and at least one barrel portion positioned between the driven end portion and the driving end portion. The driven end portion is adapted to be threadedly mounted on the inner wythe of the cavity wall and includes a threaded portion. The driving end portion includes a drive head having an interior surface defining a receptor for receiving a portion of a veneer tie. A thermal coating is disposed on the drive head and the at least one barrel portion. The threaded portion is free from thermal coating. The thermal coating extends into the receptor to coat the interior surface defining the receptor. The thermal coating has a thickness of at least 3 microns and is configured to provide a thermal break in the cavity wall between the elongate body and a veneer tie attached to the elongate body.


In still another aspect, 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 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 also 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 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.


Other objects and features will be in part apparent and in part pointed out hereinafter.





BRIEF DESCRIPTION OF THE DRAWINGS


FIG. 1 is a perspective of an anchoring system as applied to a cavity wall with an inner wythe of an insulated dry wall construction and an outer wythe of brick;



FIG. 2 is a fragmentary schematic elevation, partially in section, illustrating the anchoring system in use;



FIG. 3 is a perspective of a thermal wall anchor according to an embodiment of the present invention;



FIG. 4 is a front view thereof;



FIG. 5 is a left side view of the thermal wall anchor, the right side view being identical thereto;



FIG. 6 is a top view of the thermal wall anchor;



FIG. 7 is a bottom view thereof;



FIG. 8 is a section taken through line 8-8 of FIG. 5, illustrating the thermal coating of the wall anchor and the underlying metal components;



FIG. 9 is a perspective of a thermal wall anchor according to another embodiment of the present invention;



FIG. 10 is a front view thereof;



FIG. 11 is a left side view of the thermal wall anchor, the right side view being identical thereto;



FIG. 12 is a top view of the thermal wall anchor;



FIG. 13 is a bottom view thereof;



FIG. 14 is a section taken through line 14-14 of FIG. 11, illustrating the thermal coating of the wall anchor and the underlying metal components;



FIG. 15 is a perspective of a thermal wall anchor according to still another embodiment of the present invention;



FIG. 16 is a front view thereof;



FIG. 17 is a left side view of the thermal wall anchor, the right side view being identical thereto;



FIG. 18 is a top view of the thermal wall anchor;



FIG. 19 is a bottom view thereof;



FIG. 20 is a section taken through line 20-20 of FIG. 17, illustrating the thermal coating of the wall anchor and the underlying metal components;



FIG. 21 is a front view of another embodiment of a thermal wall anchor; and



FIG. 22 is a front view of another embodiment of a thermal wall anchor.





Corresponding reference characters indicate corresponding parts throughout the drawings.


DESCRIPTION OF THE PREFERRED EMBODIMENTS

Referring to FIGS. 1 and 2, an anchoring system for cavity walls is shown generally at 10. A cavity wall structure generally indicated at 12 comprises an inner wythe or drywall backup 14 with sheetrock or wallboard 16 mounted on metal columns or studs 17 and an outer wythe or facing wall 18 of brick 20 construction. Between the inner wythe 14 and the outer wythe 18, a cavity 22 is formed. An air/vapor barrier 25 and insulation 26 are attached to an exterior surface of the inner wythe 14.


Successive bed joints 30 and 32 are substantially planar and horizontally disposed and, in accordance with building standards, are approximately 0.375 inches in height in a typical embodiment. Selective ones of bed joints 30 and 32, which are formed between courses of bricks 20, are constructed to receive the insertion portion of a veneer tie 44. It is understood that the described and illustrated wall structure 12 is exemplary only. Other structures may be used without departing from the scope of the present invention. A wall anchor 40 is threadedly mounted on the inner wythe 14 and is supported by the inner wythe. As described in greater detail below, the wall anchor 40 is configured to provide a thermal break in the cavity 22. The anchoring system 10 is constructed and configured to minimize air and moisture penetration around the wall anchor system/inner wythe juncture and limit thermal transfer.


For purposes of the description, an exterior cavity surface 24 of the inner wythe 14 contains a horizontal line or x-axis 34 and an intersecting vertical line or y-axis 36. A horizontal line or z-axis 38, normal to the xy-plane, passes through the coordinate origin formed by the intersecting x- and y-axes.


In the illustrated embodiment, the anchoring system 10 includes wall anchor 40, veneer tie 44, and an optional wire or outer wythe reinforcement 46. At intervals along the exterior surface 24 of the inner wythe 14, wall anchors 40 are driven into place in anchor-receiving channels 48 (see FIG. 2). Anchor-receiving channels 48 can be pre-drilled, or, alternatively, wall anchor 40 can be used to drill its own channel. The wall anchors 40 are positioned so that a longitudinal axis 50 of wall anchor 40 is normal to the xy-plane and taps into stud 17. Veneer tie 44 is shown in FIG. 1 as being placed on a course of bricks in preparation for being embedded in the mortar of bed joint 30. The veneer tie 44 is formed of wire and includes a U-shaped rear leg portion 42, as is known in the art. The wire reinforcement 46 is also constructed of a wire, as is known in the art, and preferably conforms to the joint reinforcement requirements of ASTM Standard Specification A951-00, Table 1. Wall anchors and veneer ties can be configured in other ways within the scope of the present invention.


In a first embodiment, illustrated in FIGS. 3-8, the wall anchor 40 includes an elongate body that extends along the longitudinal axis 50 of the anchor from a driven end portion 52 to a driving end portion 54. The driven end portion 52 includes a threaded portion 56 (e.g., a self-drilling screw portion). The threaded portion 56 can be configured for attachment to a metal stud (FIGS. 3-14), a wooden stud (FIGS. 15-20), a concrete backup wall (FIGS. 15-20), or alternative backup wall constructions. In use, the driven end portion 52 is driven into stud 17, mounting the wall anchor 40 on the inner wythe 14. The elongate body of the wall anchor 40 also includes a non-threaded barrel. In the embodiment of FIGS. 3-8, the wall anchor 40 includes a dual-diameter barrel with a smaller diameter barrel or first shaft portion 58 toward the driven end portion 52 and a larger diameter barrel or second shaft portion 60 toward the driving end portion 54.


A drive head 62 is located at the driving end portion 54 of the anchor 40. The elongate body includes a flange 64 at the junction of the drive head 62 and the barrel portion 60. The drive head 62 defines a receptor or aperture 68 for receiving the U-shaped rear leg portion 42 of the veneer tie 44. As shown in FIGS. 1 and 2, the rear leg 42 of the veneer tie 44 is inserted into the aperture 68 of the drive head 62, thereby securing the veneer tie to the wall anchor 40.


The wall anchor 40 includes a thermal coating 86 (FIG. 8) that is configured to provide a thermal break in the cavity 22. The main components of the wall anchor are preferably made of metal (e.g., steel) to provide a high-strength anchoring system. Through the use of a thermal coating, the underlying metal components of the anchor obtain a lower thermal conductive value (K-value), thereby providing a high strength anchor with the benefits of thermal isolation. Likewise, the entire cavity wall 12 obtains a lower transmission value (U-value), thereby providing an anchoring system with the benefits of thermal isolation. The term K-value is used to describe the measure of heat conductivity of a particular material, i.e., the measure of the amount of heat, in BTUs per hour, that will be transmitted through one square foot of material that is one inch thick to cause a temperature change of one degree Fahrenheit from one side of the material to the other (BTU/(hr·ft·° F.); or W/(m·K) in SI units). The lower the K-value, the better the performance of the material as an insulator. The metal components of the anchoring systems generally have a K-value range of 16 to 116 W/(m·K) (about 9 to 67 BTU/(hr·ft·° F.)). The coated wall anchor as described below greatly reduces the K-values to a low thermal conductive K-value not to exceed 1 W/(m·K) (about 0.58 BTU/(hr·ft·° F.)), for example about 0.7 W/(m·K) (about 0.4 BTU/(hr·ft·° F.)). The term U-value is used to describe the transmission of heat through the entire cavity wall (including the anchor, the insulation, and other components), i.e., the measure of the rate of transfer of heat through one square meter of a structure divided by the difference in temperature across the structure. Similar to the K-value, the lower the U-value, the better the thermal integrity of the cavity wall, and the higher the U-value, the worse the thermal performance of the building envelope. The U-value is calculated from the reciprocal of the combined thermal resistances of the materials in the cavity wall, taking into account the effect of thermal bridges, air gaps and fixings. Several factors affect the U-value, such as the size of the cavity, the thickness of the insulation, the materials used, etc. Desirably, the use of anchor as described herein may reduce the U-value of a wall by 5%-80%.


An interior surface of the aperture 68 of the drive head 62 (i.e., the portion of the wall anchor 40 that contacts the veneer tie 44) is coated with a thermal coating to provide a thermal break in the cavity. Other portions of the wall anchor 40 can also include a thermal coating. In one embodiment, the portion of the wall anchor 40 that is positioned at a juncture of the wall anchor and the inner wythe or metal stud (e.g., the threaded portion 56 and/or the smaller barrel portion 58) includes a thermal coating to reduce thermal transmission from contact of the anchor with the inner wythe and particularly the metal stud 17. In the illustrated embodiment, the drive head 42, flange 64, larger barrel portion 60, and smaller barrel portion 58 include a thermal coating. As illustrated, portions of the anchor 40 can be uncoated (e.g., the threaded portion 56). Alternatively, the entire wall anchor 40 can be coated. The thermal coating is selected from thermoplastics, thermosets, natural fibers, rubbers, resins, asphalts, ethylene propylene diene monomers, and admixtures thereof and can be applied in layers. The thermal coating optionally contains an isotropic polymer which includes, but is not limited to, acrylics, nylons, epoxies, silicones, polyesters, polyvinyl chlorides, polyethylenes, and chlorosulfonated polyethelenes. Alternatively, the thermal coating can be a ceramic or ceramic-based coating including materials selected from lanthanum, cerium, praseodymium, neodymium, promethium, samarium, europium, gadolinium, terbium, dysprosium, holmium, erbium, thulium, ytterbium, lutetium, indium, scandium, yttrium, zirconium, hafnium, titanium, silica, zirconia, magnesium zirconate, yttria-stabilized zirconia, and derivatives and admixtures thereof. An initial layer of the thermal coating can be cured to provide a pre-coat and the layers of the thermal coating can be cross-linked to provide high-strength adhesion to the anchor to resist chipping or wearing of the thermal coating.


The thermal coating reduces the K-value of the underlying metal components which include, but are not limited to, mill galvanized, hot galvanized, and stainless steel. Such components have K-values that range from 16 to 116 W/(m·K). The thermal coating reduces the K-value of the anchor to not exceed 1.0 W/(m·K). Likewise, the thermal anchor reduces the U-value of the cavity wall structure. Preferably, the U-value of the cavity wall structure including the thermal anchor is reduced by 5-80% as compared to the U-value of the cavity wall structure including an anchor without the thermal coating described herein. The thermal coating is fire resistant and gives off no toxic smoke in the event of a fire. Furthermore, the coating is suited to the application in an anchoring system with characteristics such as shock resistance, non-frangibility, low thermal conductivity and transmissivity, and a non-porous resilient finish. Additionally, the thermal coating can provide corrosion protection which protects against deterioration of the anchoring system over time.


The thermal coating can be applied through any number of methods including fluidized bed production, thermal spraying, hot dip processing, heat-assisted fluid coating, or extrusion, and includes both powder and fluid coating to form a reasonably uniform coating. The coating preferably has a thickness selected to provide a thermal break in the cavity. In one embodiment, the thickness of the coating is at least about 3 microns, such as a thickness in the range of approximately 3 microns to approximately 300 microns, and in one embodiment is about 127 microns. The thermal coating is cured to achieve good cross-linking of the layers. Appropriate examples of the nature of the coating and application process are set forth in U.S. Pat. Nos. 6,284,311 and 6,612,343.


In one exemplary test, a model cavity wall structure was configured to measure the reduction in U-value between a non-coated anchor and an anchor having a thermal coating as described. The model comprised many layers creating an 8 foot tall wall cross section. The wall included, from the exterior face to the interior face, an outer wythe comprising standard 3⅝ inch by 3⅝ inch medium density brick with a ⅜ inch mortar joint, a 2 inch slightly ventilated air cavity, 2 inches of extruded polystyrene, ⅝ inch gypsum board, a 6 inch steel stud, and ½ inch gypsum board. Exterior and interior boundary conditions were applied to the model. The exterior boundary condition was a −0.4° F. air temperature and the interior boundary condition was a 69.8° F. air temperature. In the model, veneer ties are embedded into the brick mortar and wall anchors penetrated through the extruded polystyrene and into the steel stud. In one model, the wall anchors did not include a thermal coating, and the modeled vertical cross section U-value was 0.235 BTU/(hr·ft2·° F.). In another model, the wall anchors included a thermal coating as described above, and the modeled vertical cross section U-value was reduced to 0.150 BTU/(hr·ft2·° F.), nearly a 40% reduction. Although only an illustrative model, the test results indicate that the U-value of the cavity wall structure is greatly reduced through use of a wall anchor with thermal coating.


As illustrated, a wall anchor 40 according to the present invention can also include a dual seal system to prevent air and moisture penetration through the cavity wall structure. An internal seal 80 is located at the junction of the smaller and larger barrel portions 58, 60. The internal seal 80 can be a stabilizing neoprene fitting, a steel washer with a neoprene gasket, or a bonded sealing washer, such as a sealing washer having a backing (e.g., nylon, stainless steel, galvanized steel) with a bonded sealant (e.g., ethylene propylene diene (EPDM) rubber, neoprene, silicone). When fully driven into stud 17, the threaded portion 56 and smaller barrel portion 58 of wall anchor 40 pierce the sheetrock or wallboard 16 and air/vapor barrier 25, extending through an inner portion of anchor-receiving channel 48. As described above, these portions of the wall anchor 40 that contact the inner wythe can include a thermal coating to prevent thermal transmission between the inner wythe and the wall anchor. The internal seal 80 covers the insertion point of the smaller barrel portion 58 and the threaded portion 56 through the inner channel portion, precluding air and moisture penetration through the channel and maintaining the integrity of the air/vapor barrier 25 and also providing a barrier to heat transfer.


The wall anchor 40 can also include an external seal 82 located at the junction of the drive head 62 and the larger barrel portion 60. The external seal 82 can be a stabilizing neoprene fitting, a steel washer with a neoprene gasket, or a bonded sealing washer, such as a sealing washer having a backing (e.g., nylon, stainless steel, galvanized steel) with a bonded sealant (e.g., EPDM rubber, neoprene, silicone). Upon installation of wall anchor 40 through rigid insulation 26, the larger barrel portion 60 is forced into a press fit relationship with an external portion of anchor-receiving channel 48. Stabilization of this stud-type wall anchor 40 is attained by larger barrel portion and internal seal 80 completely filling the external channel portion, with external seal 82 capping the opening of the channel 48 into the cavity 22 and clamping wall anchor 40 in place. The external seal 82 clamps the wall anchor 40 in place and also holds the insulation 26 in place. This arrangement does not leave any end play or wiggle room for pin-point loading of the wall anchor and therefore does not loosen over time. With external seal 82 in place, the insulation integrity within the cavity wall is maintained, because the larger surface area of the external seal helps to hold the insulation in place without tearing. The external seal 82 preferably extends beyond the flange 64 of the anchor 40 to completely seal the opening in the insulation 26. It will be understood that the seal system may be omitted or have a different configuration than described within the scope of the present invention.


In producing wall anchor 40, the length of the smaller diameter barrel 58 less the height of the internal seal 80 is dimensioned to match the combined thickness of the air/vapor barrier 25 and the wall board 16. Similarly, the length of the larger diameter barrel 60 plus the height of the internal seal 80 is dimensioned to match the thickness of the insulation 26. This configuration allows for sealing of the anchor-receiving channels 48 upon insertion of the wall anchor 40. However, other configurations of the anchor 40 do not depart from the scope of the present invention.


A second embodiment of a wall anchor with thermal coating is illustrated in FIGS. 9-14. Wall anchor 140 is substantially similar to wall anchor 40 described above, with differences as pointed out herein.


Wall anchor 140 includes an elongate body that extends along the longitudinal axis 150 of the anchor from a driven end portion 152 to a driving end portion 154. The driven end portion 152 includes a threaded portion 156 configured for attachment to a metal stud. Wall anchor 140 is used as described above with reference to wall anchor 40. Wall anchor 140 includes a single diameter barrel 160. A drive head 162 is located at the driving end portion 154 of the anchor 140. The elongate body includes a flange 164 at the junction of the drive head 162 and the barrel 160. The drive head 162 defines a receptor or aperture 168 for receiving a portion of a veneer tie, as described above.


The wall anchor 140 includes a thermal coating 186 (FIG. 14) that is configured to provide a thermal break in the cavity. The main components of the wall anchor are preferably made of metal (e.g., steel) to provide a high-strength anchoring system. Through the use of a thermal coating, the underlying metal components of the anchor obtain a lower thermal conductive value (K-value), thereby providing a high strength anchor with the benefits of thermal isolation. Likewise, the entire cavity wall structure obtains a lower transmission value (U-value), thereby providing an anchoring system with the benefits of thermal isolation. An interior surface of the aperture 168 of the drive head 162 (i.e., the portion of the wall anchor 140 that contacts a veneer tie) is coated with a thermal coating to provide a thermal break in the cavity. Other portions of the wall anchor 140 can also include a thermal coating. In one embodiment, the portion of the wall anchor 140 that is positioned at a juncture of the wall anchor and the inner wythe or metal stud (e.g., the threaded portion 156 and/or the barrel portion 160) includes a thermal coating to reduce thermal transmission from contact of the anchor with the inner wythe and particularly the metal stud 17. In the illustrated embodiment, the drive head 142, flange 164, and barrel portion 160 include a thermal coating. As illustrated, portions of the anchor 140 can be uncoated (e.g., the threaded portion 156). Alternatively, the entire wall anchor 140 can be coated. The thermal coating is selected from thermoplastics, thermosets, natural fibers, rubbers, resins, asphalts, ethylene propylene diene monomers, and admixtures thereof and can be applied in layers. The thermal coating optionally contains an isotropic polymer which includes, but is not limited to, acrylics, nylons, epoxies, silicones, polyesters, polyvinyl chlorides, polyethylenes, and chlorosulfonated polyethylenes. Alternatively, the thermal coating can be a ceramic or ceramic-based coating including materials selected from lanthanum, cerium, praseodymium, neodymium, promethium, samarium, europium, gadolinium, terbium, dysprosium, holmium, erbium, thulium, ytterbium, lutetium, indium, scandium, yttrium, zirconium, hafnium, titanium, silica, zirconia, magnesium zirconate, yttria-stabilized zirconia, and derivatives and admixtures thereof. An initial layer of the thermal coating can be cured to provide a pre-coat and the layers of the thermal coating can be cross-linked to provide high-strength adhesion to the anchor to resist chipping or wearing of the thermal coating.


The thermal coating reduces the K-value of the underlying metal components which include, but are not limited to, mill galvanized, hot galvanized, and stainless steel. Such components have K-values that range from 16 to 116 W/(m·K). The thermal coating reduces the K-value of the anchor to not exceed 1.0 W/(m·K). Likewise, the thermal anchor reduces the U-value of the cavity wall structure. Preferably, the U-value of the cavity wall structure including the thermal anchor is reduced by 5-80% as compared to the U-value of the cavity wall structure including an anchor without the thermal coating described herein. The thermal coating is fire resistant and gives off no toxic smoke in the event of a fire. Furthermore, the coating is suited to the application in an anchoring system with characteristics such as shock resistance, non-frangibility, low thermal conductivity and transmissivity, and a non-porous resilient finish. Additionally, the thermal coating can provide corrosion protection which protects against deterioration of the anchoring system over time.


The thermal coating can be applied through any number of methods including fluidized bed production, thermal spraying, hot dip processing, heat-assisted fluid coating, or extrusion, and includes both powder and fluid coating to form a reasonably uniform coating. The coating preferably has a thickness selected to provide a thermal break in the cavity. In one embodiment, the thickness of the coating is at least about 3 microns, such as a thickness in the range of approximately 3 microns to approximately 300 microns. In one embodiment, a coating having a thickness of at least about 127 microns is applied to anchor 140. The thermal coating is cured to achieve good cross-linking of the layers. Appropriate examples of the nature of the coating and application process are set forth in U.S. Pat. Nos. 6,284,311 and 6,612,343.


Wall anchor 140 can also include a seal 182, which functions as seal 82 described above, to preclude air and moisture penetration and maintain the integrity of the insulation upon installation of the anchor. It will be understood that the seal system may be omitted or have a different configuration than described within the scope of the present invention.


A third embodiment of a wall anchor with thermal coating is illustrated in FIGS. 15-20. Wall anchor 240 is substantially similar to wall anchors 40, 140 described above, with differences as pointed out herein.


Wall anchor 240 includes an elongate body that extends along the longitudinal axis 250 of the anchor from a driven end portion 252 to a driving end portion 254. The driven end portion 252 includes a threaded portion 256 configured for attachment to a masonry backup wall or a wood stud. Wall anchor 240 is used as described above with reference to wall anchor 40. Wall anchor 240 includes a single diameter barrel 260. A drive head 262 is located at the driving end portion 254 of the anchor 240. The elongate body includes a flange 264 at the junction of the drive head 262 and the barrel 260. The drive head 262 defines a receptor or aperture 268 for receiving a portion of a veneer tie, as described above.


The wall anchor 240 includes a thermal coating 286 (FIG. 20) that is configured to provide a thermal break in the cavity. The main components of the wall anchor are preferably made of metal (e.g., steel) to provide a high-strength anchoring system. Through the use of a thermal coating, the underlying metal components of the anchor obtain a lower thermal conductive value (K-value), thereby providing a high strength anchor with the benefits of thermal isolation. Likewise, the entire cavity wall structure obtains a lower transmission value (U-value), thereby providing an anchoring system with the benefits of thermal isolation. An interior surface of the drive head 262 defining the aperture 268 (i.e., the portion of the wall anchor 240 that contacts a veneer tie) is coated with a thermal coating to provide a thermal break in the cavity. Other portions of the wall anchor 240 can also include a thermal coating. In one embodiment, the portion of the wall anchor 240 that is positioned at a juncture of the wall anchor and the inner wythe (e.g., the threaded portion 256 and/or the barrel portion 260) includes a thermal coating to reduce thermal transmission from contact of the anchor with the inner wythe. In the illustrated embodiment, the drive head 242, flange 264, and barrel 260 include a thermal coating. As illustrated, portions of the anchor 240 can be uncoated (e.g., the threaded portion 256). Alternatively, the entire wall anchor 240 can be coated. The thermal coating is selected from thermoplastics, thermosets, natural fibers, rubbers, resins, asphalts, ethylene propylene diene monomers, and admixtures thereof and can be applied in layers. The thermal coating optionally contains an isotropic polymer which includes, but is not limited to, acrylics, nylons, epoxies, silicones, polyesters, polyvinyl chlorides, polyethylenes, and chlorosulfonated polyethylenes. Alternatively, the thermal coating can be a ceramic or ceramic-based coating including materials selected from lanthanum, cerium, praseodymium, neodymium, promethium, samarium, europium, gadolinium, terbium, dysprosium, holmium, erbium, thulium, ytterbium, lutetium, indium, scandium, yttrium, zirconium, hathium, titanium, silica, zirconia, magnesium zirconate, yttria-stabilized zirconia, and derivatives and admixtures thereof. An initial layer of the thermal coating can be cured to provide a pre-coat and the layers of the thermal coating can be cross-linked to provide high-strength adhesion to the anchor to resist chipping or wearing of the thermal coating.


The thermal coating reduces the K-value of the underlying metal components which include, but are not limited to, mill galvanized, hot galvanized, and stainless steel. Such components have K-values that range from 16 to 116 W/(m·K). The thermal coating reduces the K-value of the anchor to not exceed 1.0 W/(m·K). Likewise, the thermal anchor reduces the U-value of the cavity wall structure, such as a reduction by 5-80%. It is understood that other factors affect the U-value, such as the size of the cavity, the thickness of the insulation, the materials used, etc. The thermal coating is fire resistant and gives off no toxic smoke in the event of a fire. Furthermore, the coating is suited to the application in an anchoring system with characteristics such as shock resistance, non-frangibility, low thermal conductivity and transmissivity, and a non-porous resilient finish. Additionally, the thermal coating can provide corrosion protection which protects against deterioration of the anchoring system over time.


The thermal coating can be applied through any number of methods including fluidized bed production, thermal spraying, hot dip processing, heat-assisted fluid coating, or extrusion, and includes both powder and fluid coating to form a reasonably uniform coating. The coating preferably has a thickness selected to provide a thermal break in the cavity. In one embodiment, the thickness of the coating is at least about 3 microns, such as a thickness in the range of approximately 3 microns to approximately 300 microns. In one embodiment, a coating having a thickness of at least about 127 microns is applied to anchor 240. The thermal coating is cured to achieve good cross-linking of the layers. Appropriate examples of the nature of the coating and application process are set forth in U.S. Pat. Nos. 6,284,311 and 6,612,343.


Wall anchor 240 can also include a seal 282, which functions as seal 82 described above, to preclude air and moisture penetration and maintain the integrity of the insulation upon installation of the anchor. It will be understood that the seal system may be omitted or have a different configuration than described within the scope of the present invention.


Another embodiment of a wall anchor with thermal coating is illustrated in FIG. 21. Wall anchor 340 is similar to the wall anchors described above, with differences as pointed out herein.


Wall anchor 340 includes an elongate body that extends along the longitudinal axis 350 of the anchor from a driven end portion 352 to a driving end portion 354. The driven end portion 352 includes a screw or threaded portion 356 configured for attachment to a metal stud. The screw portion 356 can be stainless steel or other suitable metal, or can be a polymer coated metal screw. The screw portion 356 can include a thermal coating to reduce the thermal conductivity of the anchoring system. Wall anchor 340 includes a barrel 360 including a threaded barrel portion 392 and a non-threaded barrel portion 394 extending from the threaded portion to the screw portion 356. A drive head 362 (e.g., a hex head) is located at the driving end portion 354 of the anchor 340. Wall anchor 340 is used as described above with reference to wall anchor 40, but with a wing nut 390 as illustrated in phantom. The wing nut 390 is disposed on the elongate body adjacent the drive head 362. The wing nut 390 defines at least one receptor or aperture 368 for receiving a portion of a veneer tie, such as pintles of a veneer tie.


The wall anchor 340 includes a thermal coating 386 that is configured to provide a thermal break in the cavity. The main components of the wall anchor are preferably made of metal (e.g., steel) to provide a high-strength anchoring system. Through the use of a thermal coating, the underlying metal components of the anchor obtain a lower thermal conductive value (K-value), thereby providing a high strength anchor with the benefits of thermal isolation. Likewise, the entire cavity wall structure obtains a lower transmission value (U-value), thereby providing an anchoring system with the benefits of thermal isolation. All or a portion of the anchor 340 can include a thermal coating. In the illustrated embodiment, the anchor 340 includes a thermal coating 386 over the drive head 362 and part of the threaded barrel portion 392 (e.g., over at least ¾inches of threads). Optionally, the anchor 340 can also include a thermal coating over the screw portion 356. In addition, the wing nut 390 can include a thermal coating, such as over the entire wing nut or at least on an interior surface of the wing nut defining the aperture 368 (i.e., the portion of the wall anchor 340 that contacts a veneer tie). As illustrated, portions of the anchor 340 can be uncoated. Alternatively, the entire wall anchor 340 can be coated. In one embodiment, the portion of the anchor 340 that is positioned at the juncture of the wall anchor and the stud and contacts the stud when installed includes a thermal coating to reduce thermal transmission from the metal stud. The thermal coating is selected from thermoplastics, thermosets, natural fibers, rubbers, resins, asphalts, ethylene propylene diene monomers, and admixtures thereof and can be applied in layers. The thermal coating optionally contains an isotropic polymer which includes, but is not limited to, acrylics, nylons, epoxies, silicones, polyesters, polyvinyl chlorides, polyethylenes, and chlorosulfonated polyethylenes. Alternatively, the thermal coating can be a ceramic or ceramic-based coating including materials selected from lanthanum, cerium, praseodymium, neodymium, promethium, samarium, europium, gadolinium, terbium, dysprosium, holmium, erbium, thulium, ytterbium, lutetium, indium, scandium, yttrium, zirconium, hafnium, titanium, silica, zirconia, magnesium zirconate, yttria-stabilized zirconia, and derivatives and admixtures thereof. An initial layer of the thermal coating can be cured to provide a pre-coat and the layers of the thermal coating can be cross-linked to provide high-strength adhesion to the anchor to resist chipping or wearing of the thermal coating.


The thermal coating reduces the K-value of the underlying metal components which include, but are not limited to, mill galvanized, hot galvanized, and stainless steel. Such components have K-values that range from 16 to 116 W/(m·K). The thermal coating reduces the K-value of the anchor to not exceed 1.0 W/(m·K). Likewise, the thermal anchor reduces the U-value of the cavity wall structure, such as a reduction by 5-80%. It is understood that other factors affect the U-value, such as the size of the cavity, the thickness of the insulation, the materials used, etc. The thermal coating is fire resistant and gives off no toxic smoke in the event of a fire. Furthermore, the coating is suited to the application in an anchoring system with characteristics such as shock resistance, non-frangibility, low thermal conductivity and transmissivity, and a non-porous resilient finish. Additionally, the thermal coating can provide corrosion protection which protects against deterioration of the anchoring system over time.


The thermal coating can be applied through any number of methods including fluidized bed production, thermal spraying, hot dip processing, heat-assisted fluid coating, or extrusion, and includes both powder and fluid coating to form a reasonably uniform coating. The coating preferably has a thickness selected to provide a thermal break in the cavity. In one embodiment, the thickness of the coating is at least about 3 microns, such as a thickness in the range of approximately 3 microns to approximately 300 microns. In one embodiment, a coating having a thickness of at least about 127 microns is applied to anchor 340. The thermal coating is cured to achieve good cross-linking of the layers. Appropriate examples of the nature of the coating and application process are set forth in U.S. Pat. Nos. 6,284,311 and 6,612,343.


Wall anchor 340 can also include seals as described above, to preclude air and moisture penetration and maintain the integrity of the insulation upon installation of the anchor. It will be understood that the seal system may be omitted or have a different configuration than described within the scope of the present invention.


Another embodiment of a wall anchor with thermal coating is illustrated in FIG. 22. Wall anchor 440 is similar to the wall anchors described above, with differences as pointed out herein.


Wall anchor 440 includes an elongate body that extends along the longitudinal axis 450 of the anchor from a driven end portion 452 to a driving end portion 454. The driven end portion 452 includes a screw or threaded portion 456 configured for attachment to a metal stud. The screw portion 456 can be stainless steel or other suitable metal, or can be a polymer coated metal screw. The screw portion 456 can include a thermal coating to reduce the thermal conductivity of the anchoring system. Wall anchor 440 includes a barrel 460 including a threaded barrel portion 492 and a non-threaded barrel portion 494 a non-threaded barrel portion 494 extending from the threaded portion to the screw portion 456. A drive head 462 (e.g., a hex head) is located at the driving end portion 454 of the anchor 440. Wall anchor 440 is used as described above with reference to wall anchor 40, but with a wing nut 490 as illustrated in phantom. The wing nut 490 is disposed on the elongate body adjacent the drive head 462. The wing nut 490 defines at least one receptor or aperture 468 for receiving a portion of a veneer tie, such as pintles of a veneer tie.


The wall anchor 440 includes a thermal coating 486 that is configured to provide a thermal break in the cavity. The main components of the wall anchor are preferably made of metal (e.g., steel) to provide a high-strength anchoring system. Through the use of a thermal coating, the underlying metal components of the anchor obtain a lower thermal conductive value (K-value), thereby providing a high strength anchor with the benefits of thermal isolation. Likewise, the entire cavity wall structure obtains a lower transmission value (U-value), thereby providing an anchoring system with the benefits of thermal isolation. All or a portion of the anchor 440 can include a thermal coating. In the illustrated embodiment, the anchor 440 includes a thermal coating 486 over the drive head 462, the threaded barrel portion 492, and the non-threaded barrel portion 494. Optionally, the anchor 440 can also include a thermal coating over the screw portion 456. In addition, the wing nut 490 can include a thermal coating, such as over the entire wing nut or at least on an interior surface of the wing nut defining the aperture 468 (i.e., the portion of the wall anchor 440 that contacts a veneer tie. As illustrated, portions of the anchor 440 can be uncoated. Alternatively, the entire wall anchor 440 can be coated. In one embodiment, the portion of the anchor 440 that is positioned at the juncture of the wall anchor and the stud and contacts the stud when installed includes a thermal coating to reduce thermal transmission from the metal stud. The thermal coating is selected from thermoplastics, thermosets, natural fibers, rubbers, resins, asphalts, ethylene propylene diene monomers, and admixtures thereof and can be applied in layers. The thermal coating optionally contains an isotropic polymer which includes, but is not limited to, acrylics, nylons, epoxies, silicones, polyesters, polyvinyl chlorides, polyethylenes, and chlorosulfonated polyethylenes. Alternatively, the thermal coating can be a ceramic or ceramic-based coating including materials selected from lanthanum, cerium, praseodymium, neodymium, promethium, samarium, europium, gadolinium, terbium, dysprosium, holmium, erbium, thulium, ytterbium, lutetium, indium, scandium, yttrium, zirconium, hafnium, titanium, silica, zirconia, magnesium zirconate, yttria-stabilized zirconia, and derivatives and admixtures thereof. An initial layer of the thermal coating can be cured to provide a pre-coat and the layers of the thermal coating can be cross-linked to provide high-strength adhesion to the anchor to resist chipping or wearing of the thermal coating.


The thermal coating reduces the K-value of the underlying metal components which include, but are not limited to, mill galvanized, hot galvanized, and stainless steel. Such components have K-values that range from 16 to 116 W/(m·K). The thermal coating reduces the K-value of the anchor to not exceed 1.0 W/(m·K). Likewise, the thermal anchor reduces the U-value of the cavity wall structure, such as a reduction by 5-80%. It is understood that other factors affect the U-value, such as the size of the cavity, the thickness of the insulation, the materials used, etc. The thermal coating is fire resistant and gives off no toxic smoke in the event of a fire. Furthermore, the coating is suited to the application in an anchoring system with characteristics such as shock resistance, non-frangibility, low thermal conductivity and transmissivity, and a non-porous resilient finish. Additionally, the thermal coating can provide corrosion protection which protects against deterioration of the anchoring system over time.


The thermal coating can be applied through any number of methods including fluidized bed production, thermal spraying, hot dip processing, heat-assisted fluid coating, or extrusion, and includes both powder and fluid coating to form a reasonably uniform coating. The coating preferably has a thickness selected to provide a thermal break in the cavity. In one embodiment, the thickness of the coating is at least about 3 microns, such as a thickness in the range of approximately 3 microns to approximately 300 microns. In one embodiment, a coating having a thickness of at least about 127 microns is applied to anchor 440. The thermal coating is cured to achieve good cross-linking of the layers. Appropriate examples of the nature of the coating and application process are set forth in U.S. Pat. Nos. 6,284,311 and 6,612,343.


Wall anchor 440 can also include seals as described above, to preclude air and moisture penetration and maintain the integrity of the insulation upon installation of the anchor. It will be understood that the seal system may be omitted or have a different configuration than described within the scope of the present invention.


The anchors as described above serve to thermally isolate the components of the anchoring system, thereby reducing the thermal transmission and conductivity values of the anchoring system as a whole. The anchors provide an insulating effect and an in-cavity thermal break, severing the thermal pathways created from metal-to-metal contact of anchoring system components. Through the use of the thermally-isolating anchors, the underlying metal components obtain a lower thermal conductive value (K-value), thereby reducing the thermal transmission value (U-value) of the entire cavity wall structure. The present invention maintains the strength of the metal and further provides the benefits of a thermal break in the cavity.


Having described the invention in detail, it will be apparent that modifications and variations are possible without departing from the scope of the invention defined in the appended claims.


When introducing elements of the present invention or the preferred embodiments(s) thereof, the articles “a”, “an”, “the” and “said” are intended to mean that there are one or more of the elements. The terms “comprising”, “including” and “having” are intended to be inclusive and mean that there may be additional elements other than the listed elements.


In view of the above, it will be seen that the several objects of the invention are achieved and other advantageous results attained.


As various changes could be made in the above products without departing from the scope of the invention, it is intended that all matter contained in the above description and shown in the accompanying drawings shall be interpreted as illustrative and not in a limiting sense.

Claims
  • 1. 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, the wall anchor comprising: an elongate body having a driven end portion and a driving end portion, the driven end portion being adapted to be threadedly mounted on the inner wythe of the cavity wall, the driving end portion including a drive head including an interior surface defining a receptor for receiving a portion of a veneer tie, the receptor being an aperture extending through the drive head, the interior surface defining the aperture and extending through the drive head; anda thermal coating disposed on the interior surface defining the receptor, the thermal coating extending into the aperture to coat the interior surface defining the aperture, the thermal coating being 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.
  • 2. The wall anchor of claim 1, wherein the thermal coating is a material selected from the group consisting of thermoplastics, thermosets, natural fibers, rubber, resins, asphalts, ethylene propylene diene monomers, and admixtures thereof.
  • 3. The wall anchor of claim 2, wherein the thermal coating is an isotropic polymer selected from the group consisting of acrylics, nylons, epoxies, silicones, polyesters, polyvinyl chlorides, and polyethylenes.
  • 4. The wall anchor of claim 1, wherein the thermal coating is a material selected from the group consisting of lanthanum, cerium, praseodymium, neodymium, promethium, samarium, europium, gadolinium, terbium, dysprosium, holmium, erbium, thulium, ytterbium, lutetium, indium, scandium, yttrium, zirconium, hafnium, titanium, silica, zirconia, magnesium zirconate, yttria-stabilized zirconia, and derivatives and admixtures thereof.
  • 5. The wall anchor of claim 1, wherein the thermal coating reduces the K-value of the wall anchor to a level not to exceed 1.0 W/(m·K).
  • 6. The wall anchor of claim 1, wherein the thermal coating has a thickness of at least about 3 microns.
  • 7. The wall anchor of claim 1, wherein the thermal coating comprises more than one layer to provide high-strength adhesion to the elongate body.
  • 8. The wall anchor of claim 1, wherein the thermal coating is disposed on the entire drive head to provide a thermal break in the cavity wall.
  • 9. The wall anchor of claim 1, wherein the elongate body comprises a threaded portion at the driven end portion and at least one barrel portion adjacent the threaded portion.
  • 10. The wall anchor of claim 9, wherein the thermal coating is disposed on the drive head and the at least one barrel portion.
  • 11. The wall anchor of claim 10, wherein the threaded portion is free from thermal coating.
  • 12. The wall anchor of claim 9, further comprising an external seal disposed on the elongate body at a junction of the drive head and the at least one barrel portion, the external seal being configured to seal a channel formed by insertion of the wall anchor into a wall, precluding water and vapor penetration therethrough.
  • 13. The wall anchor of claim 12, wherein the elongate body comprises a flange at the junction of the drive head and the at least one barrel portion, the external seal being disposed on the at least one barrel portion adjacent the flange, the external seal extending radially outward from the elongate body beyond the flange.
  • 14. The wall anchor of claim 12, wherein the seal comprises a bonded sealing washer including a nylon backing and an EPDM rubber sealant.
  • 15. The wall anchor of claim 12, wherein the elongate body comprises a first barrel portion adjacent the threaded portion having a first diameter and a second barrel portion adjacent the first barrel portion and having a second diameter larger than the first diameter, the thermal coating being disposed on the drive head, the first barrel portion, and the second barrel portion.
  • 16. The wall anchor of claim 15, further comprising an internal seal disposed on the elongate body at a junction of the threaded portion and the first barrel portion, the internal seal being configured to seal a channel formed by insertion of the wall anchor into a wall, precluding water and vapor penetration therethrough.
  • 17. 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, the wall anchor comprising: an elongate body having a driven end portion, a driving end portion, and at least one barrel portion positioned between the driven end portion and the driving end portion, the driven end portion being adapted to be threadedly mounted on the inner wythe of the cavity wall and including a threaded portion, the driving end portion including a drive head having an interior surface defining a receptor for receiving a portion of a veneer tie, the receptor being an aperture extending through the drive head, the interior surface defining the aperture and extending through the drive head; anda thermal coating disposed on the drive head and the at least one barrel portion, the threaded portion being free from thermal coating, the thermal coating extending into the receptor to coat the interior surface defining the receptor, the thermal coating having a thickness of at least 3 microns and being configured to provide a thermal break in the cavity wall between the elongate body and a veneer tie attached to the elongate body.
  • 18. The wall anchor of claim 17, wherein the thermal coating is selected from the group consisting of thermoplastics, thermosets, natural fibers, rubber, resins, asphalts, ethylene propylene diene monomers, acrylics, nylons, epoxies, silicones, polyesters, polyvinyl chlorides, polyethylenes, chlorosulfonated polyethylenes, lanthanum, cerium, praseodymium, neodymium, promethium, samarium, europium, gadolinium, terbium, dysprosium, holmium, erbium, thulium, ytterbium, lutetium, indium, scandium, yttrium, zirconium, hafnium, titanium, silica, zirconia, magnesium zirconate, yttria-stabilized zirconia, and derivatives and admixtures thereof.
US Referenced Citations (275)
Number Name Date Kind
819869 Dunlap May 1908 A
903000 Priest Nov 1908 A
1014157 Lewen Jan 1912 A
1170419 Coon et al. Feb 1916 A
RE15979 Schaefer et al. Jan 1925 E
1794684 Handel Mar 1931 A
1936223 Awbrey Nov 1933 A
1988124 Johnson Jan 1935 A
2058148 Hard Oct 1936 A
2097821 Mathers Nov 1937 A
2280647 Hawes Apr 1942 A
2300181 Spaight Oct 1942 A
2343764 Fuller Mar 1944 A
2403566 Thorp et al. Jul 1946 A
2413772 Morehouse Jan 1947 A
2605867 Goodwin Aug 1952 A
2780936 Hillberg Feb 1957 A
2898758 Henrickson Aug 1959 A
2909054 Phillips Oct 1959 A
2929238 Kaye Mar 1960 A
2966705 Massey Jan 1961 A
2999571 Huber Sep 1961 A
3030670 Bigelow Apr 1962 A
3088361 Hallock May 1963 A
3114220 Maddox et al. Dec 1963 A
3121978 Reiland Feb 1964 A
3183628 Smith May 1965 A
3254736 Gass Jun 1966 A
3277626 Brynjolfsson et al. Oct 1966 A
3300939 Brynjolfsson et al. Jan 1967 A
3309828 Tribble Mar 1967 A
3310926 Brandreth et al. Mar 1967 A
3341998 Lucas Sep 1967 A
3377764 Storch Apr 1968 A
3440922 Cohen Apr 1969 A
3478480 Swenson Nov 1969 A
3529508 Cooksey Sep 1970 A
3563131 Ridley, Sr. Feb 1971 A
3568389 Gulow Mar 1971 A
3640043 Querfeld et al. Feb 1972 A
3925996 Wiggill Dec 1975 A
3964226 Hala et al. Jun 1976 A
3964227 Hala Jun 1976 A
4021990 Schwalberg May 1977 A
4227359 Schlenker Oct 1980 A
4238987 Siebrecht-Reuter Dec 1980 A
4281494 Weinar Aug 1981 A
4305239 Geraghty Dec 1981 A
4373314 Allan Feb 1983 A
4382416 Kellogg-Smith May 1983 A
4410760 Cole Oct 1983 A
4424745 Magorian et al. Jan 1984 A
4438611 Bryant Mar 1984 A
4473984 Lopez Oct 1984 A
4482368 Roberts Nov 1984 A
4571909 Berghuis et al. Feb 1986 A
4596102 Catani et al. Jun 1986 A
4598518 Hohmann Jul 1986 A
4606163 Catani Aug 1986 A
4622796 Aziz et al. Nov 1986 A
4628657 Ermer et al. Dec 1986 A
4636125 Burgard Jan 1987 A
4640848 Cerdan-Diaz et al. Feb 1987 A
4660342 Salisbury Apr 1987 A
4688363 Sweeney et al. Aug 1987 A
4703604 Muller Nov 1987 A
4708551 Richter et al. Nov 1987 A
4714507 Ohgushi Dec 1987 A
4723866 McCauley Feb 1988 A
4738070 Abbott et al. Apr 1988 A
4757662 Gasser Jul 1988 A
4764069 Reinwall et al. Aug 1988 A
4819401 Whitney, Jr. Apr 1989 A
4827684 Allan May 1989 A
4843776 Guignard Jul 1989 A
4852320 Ballantyne Aug 1989 A
4869038 Catani Sep 1989 A
4869043 Hatzinikolas et al. Sep 1989 A
4875319 Hohmann Oct 1989 A
4911949 Iwase et al. Mar 1990 A
4922680 Kramer et al. May 1990 A
4923348 Carlozzo et al. May 1990 A
4946632 Pollina Aug 1990 A
4948319 Day et al. Aug 1990 A
4955172 Pierson Sep 1990 A
4993902 Hellon Feb 1991 A
5063722 Hohmann Nov 1991 A
5099628 Noland et al. Mar 1992 A
5207043 McGee et al. May 1993 A
5307602 Lebraut May 1994 A
5392581 Hatzinikolas et al. Feb 1995 A
5395196 Notaro Mar 1995 A
5408798 Hohmann Apr 1995 A
5440854 Hohmann Aug 1995 A
5454200 Hohmann Oct 1995 A
5456052 Anderson et al. Oct 1995 A
5490366 Burns et al. Feb 1996 A
5518351 Peil May 1996 A
5598673 Atkins Feb 1997 A
5634310 Hohmann Jun 1997 A
5669592 Kearful Sep 1997 A
5671578 Hohmann Sep 1997 A
5673527 Coston et al. Oct 1997 A
5755070 Hohmann May 1998 A
5816008 Hohmann Oct 1998 A
5819486 Goodings Oct 1998 A
5845455 Johnson, III Dec 1998 A
6000178 Goodings Dec 1999 A
6125608 Charlson Oct 2000 A
6176662 Champney et al. Jan 2001 B1
6209281 Rice Apr 2001 B1
6279283 Hohmann et al. Aug 2001 B1
6284311 Gregorovich et al. Sep 2001 B1
6293744 Hempfling et al. Sep 2001 B1
6332300 Wakai Dec 2001 B1
6351922 Burns et al. Mar 2002 B1
6367219 Quinlan Apr 2002 B1
6508447 Catani et al. Jan 2003 B1
6548190 Spitsberg et al. Apr 2003 B2
6612343 Camberlin et al. Sep 2003 B2
6627128 Boyer Sep 2003 B1
6668505 Hohmann et al. Dec 2003 B1
6686301 Li et al. Feb 2004 B2
6709213 Bailey Mar 2004 B2
6718774 Razzell Apr 2004 B2
6735915 Johnson, III May 2004 B1
6739105 Fleming May 2004 B2
6789365 Hohmann et al. Sep 2004 B1
6812276 Yeager Nov 2004 B2
6817147 MacDonald Nov 2004 B1
6827969 Skoog et al. Dec 2004 B1
6837013 Foderberg et al. Jan 2005 B2
6851239 Hohmann et al. Feb 2005 B1
6918218 Greenway Jul 2005 B2
6925768 Hohmann et al. Aug 2005 B2
6941717 Hohmann et al. Sep 2005 B2
6968659 Boyer Nov 2005 B2
7007433 Boyer Mar 2006 B2
7017318 Hohmann et al. Mar 2006 B1
7043884 Moreno May 2006 B2
7059577 Burgett Jun 2006 B1
D527834 Thimons et al. Sep 2006 S
7147419 Balbo Di Vinadio Dec 2006 B2
7152382 Johnson, III Dec 2006 B2
7171788 Bronner Feb 2007 B2
7178299 Hyde et al. Feb 2007 B2
D538948 Thimons et al. Mar 2007 S
7225590 diGirolamo et al. Jun 2007 B1
7325366 Hohmann, Jr. et al. Feb 2008 B1
7334374 Schmid Feb 2008 B2
7374825 Hazel et al. May 2008 B2
7415803 Bronner Aug 2008 B2
7469511 Wobber Dec 2008 B2
7481032 Tarr Jan 2009 B2
7552566 Hyde et al. Jun 2009 B2
7562506 Hohmann, Jr. Jul 2009 B2
7587874 Hohmann, Jr. Sep 2009 B2
7654057 Zambelli et al. Feb 2010 B2
7735292 Massie Jun 2010 B2
7744321 Wells Jun 2010 B2
7748181 Guinn Jul 2010 B1
7788869 Voegele, Jr. Sep 2010 B2
D626817 Donowho et al. Nov 2010 S
7845137 Hohmann, Jr. Dec 2010 B2
7918634 Conrad et al. Apr 2011 B2
8037653 Hohmann, Jr. Oct 2011 B2
8051619 Hohmann, Jr. Nov 2011 B2
8092134 Oguri et al. Jan 2012 B2
8096090 Hohmann, Jr. et al. Jan 2012 B1
8109706 Richards Feb 2012 B2
8122663 Hohmann, Jr. et al. Feb 2012 B1
8154859 Shahrokhi Apr 2012 B2
8201374 Hohmann, Jr. Jun 2012 B2
8209934 Pettingale Jul 2012 B2
8215083 Toas et al. Jul 2012 B2
8291672 Hohmann, Jr. et al. Oct 2012 B2
8347581 Doerr et al. Jan 2013 B2
8375667 Hohmann, Jr. Feb 2013 B2
8418422 Johnson, III Apr 2013 B2
8511041 Fransen Aug 2013 B2
8516763 Hohmann, Jr. Aug 2013 B2
8516768 Johnson, III Aug 2013 B2
8544228 Bronner Oct 2013 B2
8555587 Hohmann, Jr. Oct 2013 B2
8555596 Hohmann, Jr. Oct 2013 B2
8596010 Hohmann, Jr. Dec 2013 B2
8609224 Li et al. Dec 2013 B2
8613175 Hohmann, Jr. Dec 2013 B2
8635832 Heudorfer et al. Jan 2014 B2
8661766 Hohmann, Jr. Mar 2014 B2
8667757 Hohmann, Jr. Mar 2014 B1
8726596 Hohmann, Jr. May 2014 B2
8726597 Hohmann, Jr. May 2014 B2
8733049 Hohmann, Jr. May 2014 B2
8739485 Hohmann, Jr. Jun 2014 B2
8800241 Hohmann, Jr. Aug 2014 B2
8833003 Hohmann, Jr. Sep 2014 B1
8839581 Hohmann, Jr. Sep 2014 B2
8839587 Hohmann, Jr. Sep 2014 B2
8844229 Hohmann, Jr. Sep 2014 B1
8863460 Hohmann, Jr. Oct 2014 B2
8881488 Hohmann, Jr. et al. Nov 2014 B2
8898980 Hohmann, Jr. Dec 2014 B2
8904726 Hohmann, Jr. Dec 2014 B1
8904727 Hohmann, Jr. Dec 2014 B1
8904730 Hohmann, Jr. Dec 2014 B2
8904731 Hohmann, Jr. et al. Dec 2014 B2
8910445 Hohmann, Jr. Dec 2014 B2
8920092 D'Addario et al. Dec 2014 B2
8984837 Curtis et al. Mar 2015 B2
20010054270 Rice Dec 2001 A1
20020047488 Webb et al. Apr 2002 A1
20020100239 Lopez Aug 2002 A1
20030121226 Bolduc Jul 2003 A1
20030217521 Richardson et al. Nov 2003 A1
20040083667 Johnson, III May 2004 A1
20040187421 Johnson, III Sep 2004 A1
20040216408 Hohmann, Jr. Nov 2004 A1
20040216413 Hohmann et al. Nov 2004 A1
20040216416 Hohmann et al. Nov 2004 A1
20040231270 Collins et al. Nov 2004 A1
20050046187 Takeuchi et al. Mar 2005 A1
20050129485 Swim, Jr. Jun 2005 A1
20050279042 Bronner Dec 2005 A1
20050279043 Bronner Dec 2005 A1
20060005490 Hohmann Jan 2006 A1
20060198717 Fuest Sep 2006 A1
20060242921 Massie Nov 2006 A1
20060251916 Arikawa et al. Nov 2006 A1
20070011964 Smith Jan 2007 A1
20070059121 Chien Mar 2007 A1
20080092472 Doerr et al. Apr 2008 A1
20080141605 Hohmann Jun 2008 A1
20080166203 Reynolds et al. Jul 2008 A1
20080222992 Hikai et al. Sep 2008 A1
20090133351 Wobber May 2009 A1
20090133357 Richards May 2009 A1
20090173828 Oguri et al. Jul 2009 A1
20100037552 Bronner Feb 2010 A1
20100071307 Hohmann, Jr. Mar 2010 A1
20100101175 Hohmann Apr 2010 A1
20100192495 Huff et al. Aug 2010 A1
20100257803 Hohmann, Jr. Oct 2010 A1
20110023748 Wagh et al. Feb 2011 A1
20110041442 Bui Feb 2011 A1
20110047919 Hohmann, Jr. Mar 2011 A1
20110061333 Bronner Mar 2011 A1
20110083389 Bui Apr 2011 A1
20110146195 Hohmann, Jr. Jun 2011 A1
20110173902 Hohmann, Jr. et al. Jul 2011 A1
20110189480 Hung Aug 2011 A1
20110277397 Hohmann, Jr. Nov 2011 A1
20120186183 Johnson, III Jul 2012 A1
20120285111 Johnson, III Nov 2012 A1
20120304576 Hohmann, Jr. Dec 2012 A1
20120308330 Hohmann, Jr. Dec 2012 A1
20130008121 Dalen Jan 2013 A1
20130074435 Hohmann, Jr. Mar 2013 A1
20130074442 Hohmann, Jr. Mar 2013 A1
20130232893 Hohmann, Jr. Sep 2013 A1
20130232909 Curtis et al. Sep 2013 A1
20130247482 Hohmann, Jr. Sep 2013 A1
20130247483 Hohmann, Jr. Sep 2013 A1
20130247484 Hohmann, Jr. Sep 2013 A1
20130247498 Hohmann, Jr. Sep 2013 A1
20130340378 Hohmann, Jr. Dec 2013 A1
20140000211 Hohmann, Jr. Jan 2014 A1
20140075855 Hohmann, Jr. Mar 2014 A1
20140075856 Hohmann, Jr. Mar 2014 A1
20140075879 Hohmann, Jr. Mar 2014 A1
20140096466 Hohmann, Jr. Apr 2014 A1
20140174013 Hohmann, Jr. et al. Jun 2014 A1
20140202098 De Smet et al. Jul 2014 A1
20140215958 Duyvejonck et al. Aug 2014 A1
20150121792 Spoo et al. May 2015 A1
Foreign Referenced Citations (7)
Number Date Country
279209 Mar 1952 CH
0 199 595 Mar 1995 EP
1 575 501 Sep 1980 GB
2 069 024 Aug 1981 GB
2 246 149 Jan 1992 GB
2 265 164 Sep 1993 GB
2459936 Mar 2013 GB
Non-Patent Literature Citations (8)
Entry
ASTM Standard E754-80 (2006), Standard Test Method for Pullout Resistance of Ties and Anchors Embedded in Masonry Mortar Joints, ASTM International, 8 pages, West Conshohocken, Pennsylvania, United States.
ASTM Standard Specification A951/A951M-11, Table 1, Standard Specification for Steel Wire for Masonry Joint Reinforcement, Nov. 14, 2011, 6 pages, West Conshohocken, Pennsylvania, United States.
State Board of Building Regulations and Standards, Building Envelope Requirements, 780 CMR sec. 1304.0 et seq., 7th Edition, Aug. 22, 2008, 11 pages, Boston, MA, United States.
Building Code Requirements for Masonry Structures and Commentary, TMS 402-11/ACI 530-11/ASCE 5-11, 2011, Chapter 6, 12 pages.
Hohmann & Barnard, Inc., Product Catalog, 44 pgs (2003).
Hohmann & Barnard, Inc.; Product Catalog, 2009, 52 pages, Hauppauge, New York, United States.
Hohmann & Barnard, Inc., Product Catalog, 2013, 52 pages, Hauppauge, New York, United States.
Kossecka, Ph.D, et al., Effect of Insulation and Mass Distribution in Exterior Walls on Dynamic Thermal Performance of Whole Buildings, Thermal Envelopes VII/Building Systems—Principles p. 721-731, 1998, 11 pages.