| MITEK HOLDINGS, INC. Patent applications |
| Patent application number | Title | Published |
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| 20110277397 | Restoration Anchoring System - A restoration anchoring system for use in cavity wall structures having an inner wythe and an outer wythe that requires remediation or re-anchoring is disclosed. The anchoring system employs a three-part system that is installed within the existing bed joints of the outer wythe to reattach and re-anchor the outer wythe to the structural inner wythe. The three-part system includes a helical dowel, a seismic T-clip and a reinforcement member. The helical dowel is self-threading and self-drilling. When the three-part system is installed within the outer wythe and attached to the inner wythe, the system is captively embedded in the outer wythe thereby providing a seismic construct. | 11-17-2011 |
| 20110277393 | Water-Shedding Flashings - A water-shedding flashing for use in a cavity wall is disclosed. The flashing includes a modified textured surface with a super-hydrophobic layer that achieves water contact angles between 120 degrees and 165 degrees. Water and water vapor do not adhere to the flashing, causing the water to bead and fall from the flashing. Such combination results in a flashing that works in conjunction with the exterior channels in the outer wythe to produce an efficient water removal and ventilation system within the cavity wall structure. A labor-saving peel-and-stick adhesive with release sheet for installation on the inner wythe utilizes clear, nondrooling adhesives. | 11-17-2011 |
| 20110258828 | Nailing Plate - A nailing plate for nailing to a wood member includes a sheet of metal having a plurality of elongate teeth extending from a face of the sheet. Each tooth includes a shank portion and a tip portion. The shank portion has two straight longitudinal sides extending from the face of the sheet to the tip portion so that the longitudinal sides are substantially free of any bends. The tip portion is defined by a curved end curving continuously between the two straight longitudinal sides such that the curved end is free of any substantially straight segments. Other features are disclosed. | 10-27-2011 |
| 20110173902 | Anchor System for Composite Panel - Anchoring systems for use in cavity wall structures having an inner wythe constructed of interengaged composite panels and a veneer outer wythe are disclosed. The wall anchor is disposed within the juncture of the interengaged composite panels and fastened to the frame. The wall anchor maintains a strong interlock with the composite panels and backup wall, maintains insulation integrity and limits thermal transfer, without obstructing the juncture of the composite panels. The anchoring system interlocks with varied veneer ties, allowing vertical and horizontal adjustment for alignment with the bed joints. The anchoring system for composite panels provides an economical, high strength, low weight, insulated backup wall construction for interengagement with a veneer outer wythe. | 07-21-2011 |
| 20110146195 | RUBBLE STONE ANCHORING SYSTEM - 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. | 06-23-2011 |
| 20110099939 | TRUSS ASSEMBLY INCLUDING TRUSS HOLD-DOWN CONNECTORS - A truss assembly including truss hold-down connectors for attaching metal trusses to a bearing member. One embodiment of the truss hold-down connector has a vertical connector web that has a bottom attachment leg protruding therefrom for attachment to a bearing member and first and second attachment tab portions for attachment to the flanges of a vertically extending truss web. Stiffeners may be embossed into the vertical connector web to provide the connector with additional strength. The first and second attachment tabs may be configured to enable pairs of identical connectors to be attached to vertically extending truss webs that have one or more diagonally extending truss webs attached thereto. | 05-05-2011 |
| 20110047919 | THERMALLY ISOLATED ANCHORING SYSTEM - An anchoring system for cavity walls is disclosed and includes a stud-type wall anchor and veneer tie. The stud is comprised of high-strength, nonconductive thermally-isolating components that maintain the insulation R-values. The stud has a driver head, dual-diameter barrel, and driven tip. A flange at the juncture of the two barrels houses an interior seal; a flange under the driver head, an exterior seal. The smaller diameter barrel is coextensive with the drywall installation; the length of the larger diameter barrel, with the rigid insulation. The interior seal seals the insertion point into the drywall installation; 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. The wall anchor is clamped in place by the seals. The anchor operates with various of veneer ties. | 03-03-2011 |
| 20110030305 | Building Structure, Method of Making, and Components - A building framework includes plural column assemblies supporting plural beams supporting floors of the building, with the union of the column assemblies and beams forming beam-to-column (or beam-to-column-to-beam) joint connection assemblies according to this invention. The joint connection assemblies inventively include novel features which remarkably and surprisingly improve the distribution of strain and plastic deformation in the joint connection structure when subjected to extreme load challenges to the building structure (as may occur during earthquake, explosion, progressive collapse load conditions, or massive impact. | 02-10-2011 |
| 20100269445 | HINGE CONNECTOR FOR CONNECTING STRUCTURAL FRAME MEMBERS - A hinged connector for use in pivotally connecting structural components has improved robustness to carry greater loads through a hinged joint formed using the hinged connector. In one aspect ribs are formed in the hinged connector adjacent the pivoting location. Parts are shaped and arranged to resist tearing in tension and buckling in compression. | 10-28-2010 |
| 20100257803 | WIND LOAD ANCHORS AND HIGH-WIND ANCHORING SYSTEMS FOR CAVITY WALLS - High-wind load wall anchors and high-wind load wall anchoring systems for cavity walls are described which utilize double-walled anchor constructs with interengaging wire formative veneer ties. The high wind load anchors are mounted upon an interior cavity wall and the veneer ties are embedded within joints of an exterior cavity wall. The anchors have an aperture, for threading the veneer ties therethrough and restricting undesired movement, coupled with a double-walled wing structure to resist anchor deformation by high-wind forces. For resistance against seismic forces, the high-wind load wall anchoring system has a reinforcement wire which snaps into contoured veneer ties. | 10-14-2010 |
| 20100250403 | SYSTEM AND METHOD FOR CREATING A BUILD SET AND BILL OF MATERIALS FROM A MASTER SOURCE MODEL - A system and method for creating a build set and a BOM from user selected options from a single source model. | 09-30-2010 |
| 20100227103 | ROOFING UNDERLAYMENT - A roofing underlayment for use in a structure containing a roof having a substrate and a roof fastened with attaching hardware. The roofing underlayment is installed under the roofing material, providing protection against rain, wind, ice and snow. The roofing underlayment has a patterned non-skid surface with a high coefficient of friction. The roofing underlayment contains a durable peel-and-stick pressure-activated adhesive having sufficient tack to durably adhere to the rough and porous substrate and seal around attaching hardware. The roofing underlayment is UV resistant and environmentally-friendly, utilizing recycled and recyclable materials as well as cool roof materials. A second embodiment provides for a subroof panel containing a premounted roofing underlayment on the substrate. The subroof panel is installed directly on the roof frame and contains extensions to adhere to and seal between adjacent subroof panels. | 09-09-2010 |
| 20100101175 | LOCKING CONCRETE INSERT - A locking insert is described for use in a poured concrete structure. The locking insert includes a hollow elongated body, a longitudinal channel with two configured side edges and a channel floor, a paired gear nut and locking plate that interengages said configured side edges, an attachment bolt, and a method to prevent concrete from seeping into the locking insert. The embedment of the locking insert into a concrete structure provides a positive locking, positional and anti-slip method of attachment for a structural or secondary element. The locking insert allows for vertical positioning and locking of the paired gear nut and locking plate to ensure a proper connection with a structural or secondary element through an attachment bolt. The locking insert with an attached outwardly projecting element transfers the load associated with the structural or secondary element throughout the concrete structure to allow for a high strength connection. | 04-29-2010 |
| 20100101168 | MOLDED POLYMERIC DRIP EDGE - A drip edge device is disclosed for use with the drainage system of a cavity wall structure. The drip edge device is disposed in the outer wythe, above the shelf angle or lintel, of a cavity wall structure extending the flashing and directing water and water vapor collected within the cavity wall to the weep holes and beyond the exterior surface of the outer wythe. The drip edge further allows for cavity wall ventilation. Removal of the water and the water vapor inhibits staining and material degradation. The drip edge device is a molded polymeric which withstands adverse environmental elements, including ultraviolet radiation. The drip edge device includes a peel-and-stick hot melt adhesive which, upon pressure activation, creates a durable bond with the rough surface of the masonry block or the flashing material. Optionally, a foam layer is placed on the lower surface of the drip edge. | 04-29-2010 |
| 20100101166 | REINFORCING SPACER DEVICE - A reinforcing and spacing device is described for use in a masonry wall structure of successive courses of brick, block, stone or other similar masonry material. The reinforcing spacer device includes parallel side rods with interconnecting intermediate rods and spacing nodes disposed on the side rods and the intermediate rods. The embedment of the reinforcing spacer device in the horizontal and vertical mortar joints of a masonry wall structure provides simultaneous reinforcement of the horizontal mortar joint and uniform spacing of the brick, block, stone or other similar masonry material. The reinforcing spacer device is a labor-saving, combination device that is economical to manufacture and allows for proper positioning and strengthening of a masonry wall structure. | 04-29-2010 |
| 20090301026 | METHOD AND APPARATUS FOR CONNECTING PERPENDICULARLY ORIENTED STRUCTURAL BUILDING MEMBERS - Methods and apparatus for perpendicular attachment of a first structural member to a second structural member, or of a first structural member between a pair of parallel structural members that uses a uniquely designed angled connector bracket that is formed with angled plates from which a plurality of teeth or nails extend. The teeth on one plate are intended to be driven into the end of the first structural member, and the teeth on the other plate are to be driven into an upper or outer surface of the second structural member to effect a generally perpendicular joint between such members. | 12-10-2009 |
| 20090084468 | AUTOMATED TRUSS ASSEMBLY JIG SETTING SYSTEM - A method of automatically placing pucks on a truss assembly table includes the steps of receiving input regarding the truss assembly table and a truss to be assembled on the truss assembly table, and processing the input. Locations on the truss assembly table for each puck are selected based on the processed input that optimizes the overall support given to the truss. The pucks are automatically moved to their selected locations. | 04-02-2009 |
