Class / Patent application number | Description | Number of patent applications / Date published |
052741300 | Protection | 74 |
20080295445 | Blast Protection Structures - A structure for example a blast protection structure ( | 12-04-2008 |
20080295446 | Method of Forming a Termite Barrier - A method of inhibiting the migration of termites into a structure comprising forming a band across exposed faces of external masonry walls of the structure wherein said band is disposed above ground level and includes, at least in part, a settable composition wherein in a set condition said settable composition is sealably engaged with a physical termite barrier, said physical termite barrier forming at least part of a termite barrier extending between a concrete slab of the structure and a mortar course in the external masonry walls. | 12-04-2008 |
20090013637 | Roof and Shingle Protector - A system for protecting shingles or a roof includes a screen for covering a portion of the roof and a fastening device for fastening the screen. The screen may be retracted and extended by a motor. The screen may include a six sided element. The screen may include a four sided element. The screen may include a three sided element. | 01-15-2009 |
20090100786 | SAFEWALL STORM ROOM SUITE - Building a storm room suite within an existing home or existing building including methods and procedures to install are disclosed. The storm room suite is capable of being built within any existing room without regard to size, shape including room size, height, and roof spans. The uniqueness of said structure is that it is capable of being installed directly against existing walls and ceiling with minimal clearance between existing structure and new storm room. The storm room can include provisions for window shutters, specialty doors, mechanical, electrical, and ventilation. | 04-23-2009 |
20090107080 | Weather-resistive barrier for buildings - We form a weather-resistive barrier on a building by applying a compressible latex foam on the gaps between adjacent sheets of construction sheathing and coating | 04-30-2009 |
20090139180 | WATER CHANNELING SYSTEM FOR GUTTERS - Embodiments of the present invention provide systems and methods for channeling water flowing off the roof of a structure. In one embodiment, the water channeling system includes a gutter, a gutter cover and a clip. The clip is configured to be positioned substantially within the channel defined by the gutter and to engage an inner surface of the gutter lip and a concave portion of the front wall of the gutter. The clip defines an upwardly directed groove that is configured to receive the front edge of the gutter cover. | 06-04-2009 |
20090139181 | Weather-resistive barrier for buildings - We form a weather-resistive barrier on a building by applying a compressible latex foam on the joints between adjacent sheets of construction sheathing, with the sheets having been coated with an aqueous coating composition. | 06-04-2009 |
20090188203 | SUSPENDED ELECTRICAL SERVICE CONDUIT SYSTEM AND METHOD OF USE - An electrical conduit encasement including a top section and bottom section secured together by mortar and adjacent encasements by mortar. A pair of vertically extending threaded rods suspend the concrete encasements with the rods extending through members attached to plates embededly attached to the encasements. | 07-30-2009 |
20090193752 | Composition and method to treat a termite infestation - A method is disclosed to treat a termite infestation on building, where that building comprises a structure and a foundation, where the foundation comprises an exposed portion in contact with soil and extending upwardly to the structure, and wherein one or more termite tunnels are disposed on that exposed portion. The method removes any existing termite tunnels from the exposed portion of the foundation. The method further disposes a polymeric material horizontally on the exposed portion of the foundation, and over any former termite tunnel locations, where that polymeric material comprises a surface roughness Amplitude Parameter Ra of 32 microinches or less. | 08-06-2009 |
20090199506 | METHOD TO DETECT AND LOCATE A BREACH IN VERTICAL OR HORIZONTAL INTERSECTIONS IN A MEMBRANE OF A ROOF - A defect in a horizontal or vertical seam at the edge of a roof membrane is detected by applying a DC voltage between the roof deck a probe in the form of a flexible wetted sponge and wiping the sponge probe over the seams. The current to the probe is detected and indicated to the operator so that the operator may determine a maximum current at the defect. The receiver provides an audible signal emitter to the operator and includes a calibration circuit arranged to automatically maintain, despite changes in voltage applied between the roof deck and the peripheral conductor, a “0” set calibration point so as to indicate at the calibration point when zero difference in voltage is detected. Conductors can be applied to the membrane to define an area to be tested within the conductors. | 08-13-2009 |
20090293412 | Method for alleviating terrors and fears and lack of rest during short and prolong periods of warnings and dangerous winds; and a shelter located in a bedroom for practicing said method - A wind protection shelter that may be installed over a bed in a home. The shelter includes side walls anchored at the bottom to an immovable object, such as a concrete slab, and one or more access doors hinged to the top of the shelter and covering a portion of the top and a portion of at least one side of the shelter. The access doors may be rotated from their horizontal closed position to a vertical open position enabling the bed in the shelter to be used in a regular manner during normal weather conditions. Side walls and side portions of access doors of the shelter are equipped with escape hatches. | 12-03-2009 |
20100000176 | Combination Structural Support And Thermal Protection System - A combination structural support and thermal protection system is provided. A cured preceramic polymer matrix reinforced with carbon fibers can be used alone or in a multiple component system. | 01-07-2010 |
20100005754 | Seismic Isolation to Protect Buildings - If a concrete slab is poured with a very smooth upper surface and coated with a grease of low viscosity, it can serve as the base of a thick reinforced concrete slab, which if made an integral part of a building built above it, will protect that building against sideways forces that are the main source of destruction during an earthquake. | 01-14-2010 |
20100095633 | Roof flashing repair kit - In view of the limitations now present in the prior art, this invention provides a new and useful slip on boot repair kit for roof flashing, a seal for stand pipes extending thru the roof to prevent rain water leaking into the building. This invention can be installed by homeowners or handy man in several minutes without replacing shingles and only cost a few dollars, contractors charge $150.00 to $250.00 per roof as some homes have 6 standpipes. | 04-22-2010 |
20100146906 | SWAY BRACE FITTING - A versatile sway brace fitting, includes a pair of spaced jaws, for firmly and deformingly gripping a brace, and a method for manufacturing the fitting. The fitting can withstand substantial loads and is adaptable to receive a variety of braces such as bracing pipes, angle irons, channels, plates, among others. The fitting includes a set screw, preferably angled, and a sharp-cornered recess which assist in resisting withdrawal of the brace from the jaws. The method of manufacturing is desirably simple and expeditious, thereby ensuring that the fitting is inexpensive. | 06-17-2010 |
20100154348 | CONSTRUCTION FOR BUILDINGS PROTECTED AGAINST RADIATION - In a construction with walls, ceilings, and/or floors as parts of the building, especially for buildings protected against radiation, the parts of the building are made of reinforced concrete. One part of the building may be a sandwich design wherein one layer is made of a material that protects against radiation, and at least one layer is made of concrete. | 06-24-2010 |
20100180537 | Method for Protecting a Plant Structure Against Wind Damage - A method and device are described for protecting structures having a central longitudinal portion and radially extending arms, including plants such as palm trees from wind damage. The device may be positioned around a structure and includes a flexible material configured to wrap around a central longitudinal portion and radially extending arms, such that a lower edge of the flexible material is positioned near a lower portion of the radially extending arms and when wrapped around the structure, a portion of the radially extending arms is pushed toward the central longitudinal portion of the structure and two side edges of the flexible material are proximate one another. The device fastens around the structure and is configured to secure the radially extending arms against the central longitudinal portion of the structure and to reinforce the central longitudinal portion of the structure thereby protecting the structure against wind damage. | 07-22-2010 |
20100192509 | Repair Swatch For Hail Damaged Asphalt Roofing - A repair swatch (such as a patch) is provided that is preferably covered with appropriate granules on one face, with an opposite (back) face having an adhesive that allows the material to be placed over and adhere to small damaged areas of shingles and/or other types of roofing. The size, shape and color of the patch are such that it closely matches that of the existing shingle. Further, the size and shape of the patch are similar to shapes on laminated shingle products rendering the repair essentially invisible on such products. | 08-05-2010 |
20100192510 | Fire-Retardant Cementitious Shear Board Having Metal Backing with Tab for Use as Underlayment Panel for Floor or Roof - A shear panel for constructing underlayments for floors and roofs of buildings includes a first rectangular layer of fire-resistant material, such as cementitious board, bonded to a second rectangular layer of thin high-strength material, such as galvanized steel. The length of the second layer is longer than the length of the first layer. The additional length of the second layer forms a tab extending from one end of the panel. During construction, a first panel is attached to a set of beams (floor joists or roof rafters) with the tab spanning between adjacent beams. A second panel is positioned on the beams with at least a portion of the second panel overlapping the tab of the first panel. The overlapping portion of the second panel is fastened to the tab of the first panel to form a continuous shear diaphragm for the floor or roof. | 08-05-2010 |
20100212253 | Method for capturing, channeling, concentrating and harnessing the dynamic pressure energy of wind, within a structure - A method of capturing, channeling, concentrating and harnessing the dynamic pressure energy of wind, within a structure for the first time, to operate any type, form, size or shape of pressure operable device, including but not limited to, automatic, pressure relief dampers, vents, openings or valves and any applicable electrical power generator. This method includes structures built as single pressure vessels where all of the interior areas can communicate. Single strong vessels will operate at uniform pressures and withstand substantially higher winds and the associated increased dynamic pressure challenges, than structures with interior areas that do not communicate. Further resistance can be accomplished by adding automatic openings at the vessel's outer edge surface that will relieve interior pressure buildups to outdoors, before uncontrolled pressures cause catastrophic structure failure. Previous attempts failed to detect this dynamic pressure energy and mistakenly using automated systems and static pressure theory and sensors. | 08-26-2010 |
20100223878 | Intumescent coating composition and process for fire-retardant wood product having intumescent coating - An intumescent coating composition, coating process for structural panels, and a method of installing the coated and notched structural panels that decreases the fire safety (FSR) rating effectively to meet applicable fire safety approval standards for commercial structures. The intumescent composition comprises sodium silicate, cenospheres, water, and sodium tetradecyl sulfate, and may further comprise either magnesium hydroxide, zinc borate, and amorphous silica, or mineral fibers. The intumescent composition may be applied to wood products, including lumber and any manufactured wood products such as wood structural panels (plywood, OSB, or composite panels), for protection against high temperatures and long periods of heat exposure. The coated panels are notched about their peripheral edges. During installation, the notched, coated panels are installed side-by-side to the framing so that the panels' notches form widened recessed seams, and the seams are then filled with a fire resistant caulk. | 09-09-2010 |
20100229497 | HAZARDOUS DRYWALL REMEDIATION METHOD AND SYSTEM - The present invention fulfills the above and other objects by providing a method and system for hazardous drywall remediation ( | 09-16-2010 |
20100269449 | Fire-Resistant Structures, Fire-Resistant Insulations and a Method For Fire-Protection - Fire-resistant structures, fire-resistant insulations and a method for fire-proofing and fire-protection of permanent or temporary structures or objects. The fire-resistant insulation withstands temperatures between 1200° C. and 2000° C. on the exterior side of the insulation, and the interior side provides a shield for fire-protected structure or object against temperatures not exceeding 300° C. A method for fire-protection comprises steps of providing a fire-protection for structures and objects subjected to fires, brush-fires or fire storms. | 10-28-2010 |
20100307100 | WALL RESTORATION SYSTEM AND METHOD - One illustrative embodiment of a wall restoration system includes an air-handler and a wall structure assembly. The wall structure assembly can enclose a portion of a wet wall to form a passage through which air flows to dry the wall portion. | 12-09-2010 |
20100307101 | INSECTICIDE-EQUIPPED PARTICLES MADE OF EXPANDABLE POLYSTYRENE AND INSECTICIDE-EQUIPPED MOLDED PARTS WHICH CAN BE OBTAINED THEREFROM - Insecticide-modified bead material composed of expandable polystyrene (EPS) coated with
| 12-09-2010 |
20100319296 | TEMPORARY WATERPROOFING SYSTEMS AND METHODS - Systems for removing water from an area where water is not desired are discussed and provided. The system can include a dam, a water collection system, and a water removal system. The dam can create a waterproof seal so that the dam is configured to define a reservoir, or retention area, capable of holding water. The water collection system can remove substantially all of the water that collects in the retention area and deposit the water in a reservoir when the water collection system is triggered by a first sensor. The water removal system can move the water collected in the reservoir to an area of safe disposal through a hose or drain when triggered by a second sensor. Other aspects, features, and embodiments of the present invention are claimed and described. | 12-23-2010 |
20110011030 | COMPRESSION POST FOR STRUCTURAL SHEAR WALL - A compression post for a shear wall includes a plate mounted to the bottom of an end post of a shear wall. The plate is sized to conform to the lower end of each end post. An extended portion (e.g., a cylinder) is positioned perpendicularly to the plate. The extended portion has a cross section sized to fit through a hole in a mudsill of the shear wall and has a length selected to conform with a thickness of the mudsill. When the shear wall is mounted on a structural support (e.g., a footing or foundation), forces applied to the end post pass through the plate and the extended portion to the structural support. The extended portion may be secured to the plate (e.g., by spot welding, press fitting, bolting, or threaded engagement) or the two portions may be independent. The two portions may also be a cast unitary body. | 01-20-2011 |
20110056163 | FIRE PROTECTION OF A STRUCTURAL ELEMENT - A system for fire protection of a structural element, which system comprising one or more fire protection boards attached to the said structural element, and one or more hard plates attached to an outer surface of the fire protection boards by means of a non-combustable adhesive, said hard plates having a harder surface than the fire protection board. A method for protecting a structural element is also disclosed. | 03-10-2011 |
20110072756 | Protective Air Barrier Sealant for Conditioned and Unconditioned Building Walls - A protective air barrier air barrier sealant and methods of applying the same, including a high density polyurethane chemistry provided in an amount, volume, and density effective for providing a protective air barrier for an enclosure, wherein the polyurethane material is combined with at least one UV, fire and antimicrobial protectant for providing UV protection to UV-exposed surfaces. | 03-31-2011 |
20110094184 | Systems and methods to display smoke propagation in multiple floors - A method of displaying smoke propagation in a region minimizes distractions due to building structural elements so that a user can focus on the smoke flow. An associated apparatus includes a plurality of smoke detectors and a display device which respond to smoke in the building. The apparatus generates the displays indicating the path of propagation of the developing smoke between floors. The display device can be wirelessly coupled to the apparatus. | 04-28-2011 |
20110113721 | Method For Treating Wood - A method for treating a main surface of a plank including applying a system of grooves or scratches in the surface; and applying a protective agent or filling agent into the grooves. The grooves are applied by applying saw cuts into the main surface using a rather coarse saw, for instance a circular saw, a band saw or a chain saw. | 05-19-2011 |
20110214383 | Versatile Laboratory Protective Apparatus - A versatile laboratory protective apparatus including one or more transparent shields and one or more supporting members each independently attaching the one or more transparent shields to one or more pieces of furniture, one or more fixtures, or one or more walls, is provided. A method of using the versatile laboratory protective apparatus is also provided. | 09-08-2011 |
20110252739 | INSULATED BUILDING MATERIALS - The present invention provides several methods and materials for use in building construction that may require air and water barrier, and water vapor permeability along with thermal or acoustic insulation. Several embodiments provide materials for a variety of building construction needs that can help build next generation green buildings. | 10-20-2011 |
20110252740 | Stretched Cable Membrane Attachment System - The system and method of securing a single ply membrane to a roof deck or structure described utilizes sections of cable or reinforced membrane material that are completely protected or surrounded by the single ply membrane. A set of perimeter cables or interior cables secure the membrane to a roof decking by stretching the cables or reinforced membrane sections until taut. The cables are secured at their endpoints and additional fasteners may be provided along their lengths. Membrane material is used to weatherproof the fastening of the cables to the roof decking. | 10-20-2011 |
20110302874 | POST WRAP DEVICE - Embodiments are described of devices for concealing and/or protecting a portion of a member, such as the base of a post, which devices can be easily applied to the member at any time. These embodiments include a plurality of components adjustably connected to one another so as to provide a snug fit of the device against the member to be protected, regardless of initial variations from the expected dimensions of the member. Further device embodiments are self-adjusting to provide a snug fit regardless of subsequent changes in the dimension of the member over time. | 12-15-2011 |
20110302875 | Seismopanel wall wrapping method: A mehod for reinforcement of structures and buildings walls against earthquakes and other outside forces, by applying steel plates to walls - A method of strengthening brick and other masonry structures and buildings, against earthquakes and other movements, by attaching steel plates on one or both sides of some part or all of the important load bearing walls, thereby converting them into effective shear walls. | 12-15-2011 |
20120216481 | LATH SUPPORT SYSTEM - A structural reinforcement system that utilizes a lath for receiving cementitious material. Lath is affixed to support structure such as sheathing supported by studs as may commonly be found in building construction. Strip members are affixed to the lath and function as fastener guides. Fasteners penetrate the strips for affixing lath and strips to the support structure. The strips are made of a compressible material that protects the lath from damage due to impacts associated with installing the fasteners and forms a gasket-like seal around the fasteners. Strips may be used as drainage guides for directing water that may flow behind the lath. The width of the strips creates spacing between the lath and the support structure, which allows for controlling of a thickness of a base layer of cementitious material by selecting a desired width. In another embodiment, entangled filaments are used as lath material for receiving cementitious material. | 08-30-2012 |
20120255257 | METHOD FOR REINFORCEMENT OF CONCRETED PLATES IN THE REGION OF SUPPORT ELEMENTS - A method is provided for reinforcing concreted plates in the region of support elements with reinforcement elements, which are each composed of a longitudinally stable, bendable, strap-like base body with two loops. A bore is made in the concreted plate for each reinforcement element. The end region of the bore remote from the pressure-side surface of the concreted plate is drilled out and the one loop of the reinforcement element is pressed together and is led through the bore until this loop has reached the drilled-out hole and expands. The bore is filled with a mortar-type mass. The other loop of the reinforcement element is fixed with an anchor head, which supports itself on the pressure-side surface of the concreted plate. | 10-11-2012 |
20120255258 | Method Of Slowing The Propagation Of Cracks In A Fail Safe Structure And Fail Safe Frame, Especially For Fuselage - The invention seeks to improve the integrity in respect of tolerance to damage following the spread of cracks in failure-mitigating structures of the failsafe type. To do this, the invention proposes to form a composite hybrid structure within the failure-mitigating structure. A failure-mitigating mainframe, particularly of an aircraft fuselage, equipped with a structural element made of composite according to the invention, has profiled longitudinal structural components assembled back to back by fasteners. First sides are longitudinally aligned and bonded to the fuselage skin, and the other sides are longitudinally aligned some distance away from the first sides. Fasteners couple the composite structural element to the external face of the sides of the metal components that are longitudinally aligned some distance away from the first sides. | 10-11-2012 |
20120260601 | Reinforced Balcony and Method of Reinforcing a Balcony - Systems and methods for reinforcing a concrete slab or balcony are disclosed. The systems and methods may include cutting a groove in a portion of the concrete slab and inserting a rod into the groove. The groove may then be filled with a resin. The rod may optionally be secured by other or additional methods. The integrity of the concrete slab or balcony may then be strengthened by the inclusion of the rod in the slab. | 10-18-2012 |
20120266558 | Seismically Stable Flooring - Methods and systems for isolating objects from seismic vibration, isolation flooring systems, vibrational damping devices, and methods for their use are disclosed. The present invention has the advantage of having a minimum of moving parts, and being extraordinarily easy to install and inspect. In preferred embodiments, the invention is drawn to methods of isolating sensitive objects from the full extent of seismic vibrations. | 10-25-2012 |
20120285115 | Method of Installing a Metal Gutter Cover - A gutter cover is formed through expanded metal manufacturing techniques to create alternating areas of solid metal and diamond-shaped openings to facilitate the shedding of leaves while passing water into the gutter. The gutter cover is mounted without fasteners by securing a hook portion underneath the front lip of the gutter and arcing the body portion of the gutter cover to press the rearward drip foot against the gutter and the drip hip adjacent to the fascia board into a pressure fit. The length of the gutter cover from the rearward edge to the front end being slightly longer than the corresponding length of the gutter structure. The gutter cover includes an integral drip leg projecting downwardly from the drip hip and being formed with an area of expanded metal diamond-shaped apertures to direct water into the gutter trough. A front drip lip directs water away from the gutter face. | 11-15-2012 |
20130014467 | RECONSTRUCTION METHODS FOR STRUCTURAL ELEMENTS - A method and an article of manufacture are disclosed for externally reinforcing various solid structures, such as columns, poles, piles, beams, pipes and the like, constructed from various materials. Multiple sheets laminated together with resin and grout constitutes a structure reinforcement wrap (SRW) for the formation of an external reinforcement shell. The multiple layers include a spacer sheet, a reinforcement sheet, such as Fiber Reinforced Polymer (FRP) saturated with resin. The spacer sheet creates a small, substantially planar space between the spacer sheet and the solid structure, which space may be filled with concrete, grout, epoxy, or other similar reinforcing material. In various embodiments, a surface groove is created in the solid structure and a reinforcing bar (rebar) is embedded in the groove to further structurally bond the solid structure to the reinforcing material poured in the planar space created by the spacer sheet. | 01-17-2013 |
20130014468 | RESTORATION METHODS FOR STRUCTURAL COMPONENTS - A method and an article of manufacture are disclosed for externally reinforcing various solid structures, such as columns, poles, piles, beams, pipes and the like, constructed from various materials. Pre-preg and pre-cured reinforcement sheets with high tensile strength fabric core and with desired rigidity and elasticity are wrapped around structural elements, forming an external reinforcement shell with a space between the structural element and the shell, where the space will be filled with materials such as concrete, grout, epoxy, or other similar reinforcing material. In various embodiments, a surface groove is created in the solid structure and a reinforcing bar (rebar) is embedded in the groove to further structurally bond the solid structure to the reinforcing material poured in the space created between the structural element and the shell. | 01-17-2013 |
20130031866 | METHOD OF PROTECTING A FIXTURE - A method including placing a body defining an undifferentiated lumen therein over a portion of a fixture coupled to a building structure, the body having at least one opening that can be expanded from a contracted state and that is biased toward the contracted state, the placing including applying an expansion force to the opening; conforming the body to a shape of the fixture at a contact portion where the fixture contacts the structure by releasing the expansion force; and treating the structure. | 02-07-2013 |
20130061553 | MODULAR CONCRETE BUILDING - A modular concrete building is made of a plurality of precast concrete panels which may be assembled to provide a building. The panel sections include lower frame panels or support members, wall panels, floor panels, and flat roof panels. The building may be assembled by securing the floor panels to the support members, securing the wall panels to the floor panels, and securing the roof panels to the wall panels and to adjacent roof panels. The roof panels may have rigid insulation. The roof panels may have tapered rigid insulation or the modular building may be constructed with the roof panels in a tilted position. | 03-14-2013 |
20130139469 | USE OF A TEXTILE MATERIAL AS A SAFETY BARRIER TO PROTECT USERS OF ANY TYPE OF CONSTRUCTION ON THE OCCURRENCE OF DAMAGE TO STRUCTURAL AND NON-STRUCTURAL ELEMENTS - The present invention relates to the use of a textile material as a safety barrier for reducing harm to people in the event of failure of structural and non-structural elements of any type of construction. In particular, the present invention relates to a method for containing a non-structural clay building element which may be deformed following breakage of the same due to a collapse. Finally, the present invention relates to a method for imparting safety to people who are inside an environment confined by the presence of at least one non-structural element. According to the invention, a layer of fabric comprising a weft and a warp is applied on said structural or non-structural element. | 06-06-2013 |
20130180203 | WEATHER RESISTIVE BARRIER WITH DRAINAGE SURFACE - Weather resistive barriers and methods of making such are provided. A weather resistive barrier provides a space permitting drainage of liquid water or condensation and for air movement. Applications include where the weather resistive barrier is coupled to a sheathing material and further covered with an exterior building covering, thereby providing space between the sheathing material and the exterior building covering. In this way, the amount of moisture exposure experienced by a structure can be controlled and the structure protected. The extent of water drainage and airflow can be tailored according to particular applications. | 07-18-2013 |
20130186033 | FIRE-RESISTANT CELLULOSE-BITUMEN ROOFING SHEET AND METHOD OF MANUFACTURING - Bitumen-impregnated cellulose fiber sheets include on one of their main surfaces, an adhesive primer layer, and, deposited on this adhesive primer layer, a fireproof coating including expandable graphite. In a preferred embodiment of the invention, the expandable graphite has a trigger temperature lower than 300° C. and the layer of expandable graphite corresponds to a dry matter basis weight of 80 to 140 g/m2. The sheets have a fire resistance fulfilling in particular the European Standard EN 13 501-5. They are mainly intended to be used as covering material, and in particular, as roof covering material. | 07-25-2013 |
20130239512 | STEEL AND WOOD COMPOSITE STRUCTURE WITH METAL JACKET WOOD STUDS AND RODS - A composite member provides support to a structure. A wooden core of the composite member has a perimeter and a length. The wooden core provides support to the structure. A metal jacket is tightly wrapped to an optimum circumferential pre-stress around the entire perimeter of the wooden core of the composite member and spans the entire length. The metal jacket provides also support to the structure. Furthermore, the interaction between the wooden core and the metal jacket provide a combination of strength that surpasses the sum of individual strengths. | 09-19-2013 |
20130247505 | Isolation Platform - The present invention provides a platform for supporting various equipment and/or structure which assists in isolating such structure from vibrations (“noise”) external to the platform. Generally, the platform comprises upper and lower plates, having conical depressions, upon which the upper plate supports the abovementioned structure, and the lower plate contacting surface/area upon which the supported structure otherwise would have rested. Between the upper and lower plates, a plurality of rigid, spherical bearings are placed within the conical depressions, thereby allowing the upper and lower plates to displace relative to one another. Additionally, the platform may be provided with retaining mechanisms for holding the structure to be supported, maintaining the plates together and providing additional damping effects. | 09-26-2013 |
20130269283 | INDUCED MACRO-CELL CORROSION PREVENTION METHOD - The induced macro-cell corrosion prevention method includes the step of replacing a corroded or chloride-contaminated section of a steel reinforcement or rebar in steel-reinforced concrete with a new rebar section free of chloride. A non-conductive insulating buffer is placed between the end sections of the new rebar and the corresponding end sections of adjacent chloride-contaminated rebar sections in order to form a non-conductive layer between the new steel and the old steel. This prevents or substantially reduces formation of a macro-cell that would cause a galvanic reaction to occur and increase corrosion potential. | 10-17-2013 |
20130333323 | ANTI-MICROBIAL PAPER SUBSTRATES USEFUL IN WALLBOARD TAPE APPLICATIONS - This invention relates to paper products and/or substrates suitable for being made into wallboard tape (also may be known as joint tape and/or drywall tape) and having improved reduction or inhibition in the growth of microbes, mold and/or fungus. The paper substrate is characterized by its excellent physical properties including cross direction (CD) tensile, machine (MD) tensile, internal bond, wet tensile, hygroexpansivity, curl, bonding properties, bonding of joint tape to joint compound, etc. The paper product of the invention contains a sizing agent and an antimicrobial compound as well as other optional components including without limitation a binder. The paper product of the invention may be produced by contacting the plurality of cellulose fibers with each of the sizing agent, antimicrobial compound, and optional components at any point in the papermaking process, converting process, and/or post-converting process. Finally, the invention relates to methods of using the paper substrate. | 12-19-2013 |
20140013702 | Gutter Guard Mesh Secured Using Adhesive - A gutter guard mesh for application to the gutter/roof interface of a roof includes a length of woven mesh or the like having an array of apertures dimensioned to maximise traversal by rain water and minimise traversal of accumulated debris from the roof wherein at least a first edge of the mesh is fitted on a first side with a double sided acrylic foam closed cell tape having acrylic adhesive on both sides and on a second opposing side with a double sided butyl tape wherein the free side of the foam tape is available for adherence to the gutter via the acrylic adhesive and the free side of the butyl tape is available for adherence of a protective laminate. | 01-16-2014 |
20140075880 | Truss Tower Leg Reinforcing System - A reinforced triangular truss column having two vertical pipe reinforcing columns added to the three rods of the truss column is provided. Also provided is a method of reinforcing triangular truss columns comprising adding two vertical pipe reinforcing columns to a triangular truss column. | 03-20-2014 |
20140102036 | REINFORCEMENT ELEMENT FOR ABSORBING FORCES OF CONCRETE SLABS IN THE AREA OF SUPPORT ELEMENTS - A reinforcement element for absorbing forces of the concrete slabs to be supported in the area of support elements is formed from a longitudinally stable, flexible length element, its first end area being guided through a first flexural reinforcement layer of the concrete slab. The first area adjoining the first end area extends towards a second flexural reinforcement layer of the concrete slab at an acute angle α. The second area adjoining the first area is guided through the second flexural reinforcement layer and extends in the area of the support element along the surface of the second flexural reinforcement layer facing away from the support element. The second end area of the reinforcement element is guided through the second flexural reinforcement layer toward the first flexural reinforcement layer. This reinforcement element can be inserted into the concrete slab in many different ways according to the type of load. | 04-17-2014 |
20140137508 | REHABILITATION OF DETERIORATED MANHOLE AND OTHER SEWER STRUCTURES - A new inner passageway through a pre-cast concrete structure damaged by corrosion may be formed by stackable inserts formed of polymer concrete. The inserts may be stacked in the old passageway through the pre-cast concrete structure such that an inner surface of the stacked inserts forms a new passageway through the pre-cast concrete structure. A grout may be poured between an outer surface of the stacked inserts and an inner surface of the pre-cast concrete structure forming the old passageway. The surfaces of the stackable inserts may have superior resistance to corrosive acids such that the need for future repair is greatly reduced. Suitable pre-cast concrete structures for rehabilitation include pre-cast concrete structures utilized in wastewater systems, including manholes and other similar structures. In this manner, the damaged pre-cast concrete structures do not need to be removed during the rehabilitation. | 05-22-2014 |
20140144101 | METHOD FOR FIRE-PROOFING COMPOSITE SLAB USING WIRE ROPE - Provided is a method for fire-proofing a composite slab constructed of beams installed between columns, a deck plate installed between the beams and slab concrete poured on the beams and the deck plate using a wire rope. Fire-proofing performance of the composite slab manufactured according to the present invention can be enhanced by transferring the load transferred from the deck plate to the upper portion of the beam via the wire rope. | 05-29-2014 |
20140174024 | Method of Sealing a Core Hole - A seal assembly ( | 06-26-2014 |
20140237935 | ULTRA-HIGH STRENGTH REBAR - A high mechanical strength reinforcement, hot rolled steel, in particular, rebar suitable for construction in areas prone to seismic activity, comprising iron, at most 0.4 weight percent carbon, at most about 0.4 weight percent vanadium and/or niobium, at most about 1.6 weight percent of manganese, at most about 0.5 weight percent of silicon, and the usual residual elements of scrap steel. A method of reinforcing a dwelling from damage resulting from seismic activity, the method comprising providing, as a component of the dwelling, at least one high strength, hot rolled steel rebar with high mechanical strength which meets the requirements of construction, in particular, rebar suitable for construction in areas prone to seismic activity, comprising iron, at most 0.4 weight percent carbon, at most about 0.4 weight percent vanadium and/or niobium, at most about 1.6 weight percent of manganese, at most about 0.5 weight percent of silicon, and the usual residual elements of scrap steel. | 08-28-2014 |
20140298751 | METHOD OF INSTALLING SEISMIC ISOLATION FLOOR - A method of installing a base isolation floor includes a base arrangement process for installing a plurality of plate-shaped bases, which are formed so that a plurality of upward convex curved surface portions are aligned on an upper surface, on double-sided tapes applied onto an upper surface of a floor over a plurality of columns to be substantially parallel to each other and thereby arranging the bases on the upper surface of the floor and a slide plate installation process for installing a plurality of plate-shaped slide plates having a substantially flat lower surface on the base. | 10-09-2014 |
20140325934 | SCUFFGUARD FOR A STAIR RISER - A scuffguard for a stair riser includes a first layer, a second layer, and a third layer. The first layer has a front side, a back side, and a thickness. The front side of the first layer has a front face being made from a scuff resistant material. The second layer is a pressure sensitive adhesive on the back side of the first layer. The pressure sensitive adhesive is for attaching the first layer to a stair riser. The third layer is removably attached to the pressure sensitive adhesive. Whereby, the third layer may be removed from the pressure sensitive adhesive to expose the pressure sensitive adhesive for installation of the first layer on the stair riser. The method of protecting a stair riser uses the scuffguard, where the third layer is removed from the pressure sensitive adhesive, and the first layer is attached to the stair riser via the pressure sensitive adhesive. | 11-06-2014 |
20140338284 | Shingle Inserts And Method For Eliminating And Preventing Growth OF Algae, Moss, Or Lichens On A Roof - A shingle insert and method for eliminating and preventing growths on a shingled roof in which copper strips forming the inserts are installed with an upper edge disposed beneath a course of shingles with the remaining portions of the insert exposed. The insert strips have a confined space defined beneath a stiffening lengthwise extending arched hump formed in the exposed copper strip portions which has an array of elongated indentations formed therein with slits therein to allow slow drainage of water impounded by the arched hump through the inserts may contain a growth toxic material, in solid or granular form which releases a substance toxic to the growths when rainwater runoff passes into the confined space and over the material and thereafter flows out down the roof. | 11-20-2014 |
20150300001 | MASONRY UNIT SYSTEMS AND METHODS - Some embodiments of masonry blocks can be used to form a wall system that provides an improved resistance to moisture penetration that might otherwise advance to an interior surface of the wall. In particular embodiments, some or all of the masonry blocks in the wall system may be equipped with one or more moisture drainage elements formed in a surface of the respective masonry block. | 10-22-2015 |
20150308134 | SUPPORT ARRANGEMENT OF A WIND TURBINE TOWER - A support arrangement of a wind turbine tower and a method to support the tower is provided. A support arrangement for a wind turbine tower is disclosed, whereby the support arrangement includes a first connection means to connect to a first part of the tower. The support arrangement includes a second connection means to connect to a second part of the tower. The first connection means are fixed in their position in respect to the support arrangement, and the second connection means are adjustable connected to the support arrangement, so that the distance between the first connection means and the second connection means is adjustable to counteract a deformation of the tower due to gravity. The support arrangement includes a third connection means to detachably fix the position of the second connection means in respect to the support arrangement | 10-29-2015 |
20150315798 | BUILDING PANELS AND METHOD OF FORMING BUILDING PANELS - A building panel structure is disclosed, in which building panels are used to form a structure. Roof panels and roof panel tiles are disclosed, which can be used to form the roof of the structure. The roof panels and the building panels include a core and a coating covering a portion of the core. In some embodiments the core consists of a frame and at least one insulating structural block. The insulating structural blocks can be encapsulated polystyrene (EPS) foam blocks. In some embodiments the coating includes ceramic material. In some embodiments the coating includes a first layer and a second layer. In some embodiments the coating is used to retrofit existing wall structures. The roof panel and the roof tile can be shaped, formed, and colored to look like traditional roof tiles such as shake roof tiles or Spanish roof tiles. | 11-05-2015 |
20150322677 | ROOFING COMPOSITE INCLUDING DESSICANT AND METHOD OF THERMAL ENERGY MANAGEMENT OF A ROOF BY REVERSIBLE SORPTION AND DESORPTION OF MOISTURE - A roof system is secured to a roof deck on a building. The roof system has a thermal energy absorbing product including a desiccant located between the roof deck and a roof barrier. The desiccant reversibly absorbs moisture, and in response thereto, heat is released and absorbed by the desiccant to effect a thermal management of the roof system. | 11-12-2015 |
20150330095 | EARTHQUAKE RESISTING DESIGN METHOD ON THE BASIS OF PC BINDING ARTICULATION CONSTRUCTION METHOD - In an earthquake resisting design method of a PC construction, a column and a beam, which are high-strength precast prestress concrete members, is joined by binding juncture with a prestressing tendon. A grout is filled and bonded. A first stage linear resilient design is employed, where all construction members are not damaged, for earthquakes up to a predetermined earthquake load design value. A second stage linear resilient design is employed, where earthquake energy is absorbed by breakage of the bond of the grout, and principal construction members are not damaged, for earthquakes exceeding the predetermined earthquake load design value. By employing a non-linear resilient design in which the first stage linear resilient design and the second stage linear resilient design is combined, an earthquake-resisting design level is significantly increased, the construction can resist earthquakes exceeding a seismic intensity 6 upper. | 11-19-2015 |
20160010348 | A MASONRY REINFORCEMENT STRUCTURE COMPRISING PARALLEL CORDS | 01-14-2016 |
20160024796 | Shingle Inserts And Method For Eliminating And Preventing Growth Of Algae, Moss, Or Lichens On A Roof - A shingle insert and method for eliminating and preventing growths on a shingled roof in which copper strips forming the inserts are installed with an upper edge disposed beneath a course of shingles with the remaining portions of the insert exposed. The insert strips have a confined space defined beneath a stiffening lengthwise extending arched hump formed in the exposed copper strip portions which has an array of elongated indentations formed therein with slits therein to allow slow drainage of water impounded by the arched hump through the inserts may contain a growth toxic material, in solid or granular form which releases a substance toxic to the growths when rainwater runoff passes into the confined space and over the material and thereafter flows out down the roof. | 01-28-2016 |
20160053503 | FIBER REINFORCED ANCHORS AND CONNECTORS, METHODS OF MAKING ANCHORS AND CONNECTORS, AND PROCESSES FOR REINFORCING A STRUCTURE - A method of anchoring surface mounted strengthening systems to a structural member being repaired/strengthened or connecting the surface mounted strengthening systems to adjacent structural members to provide force-transfer or terminating a surface-mounted strengthening system includes drilling a hole in an existing structural member and inserting a portion of a fiber-reinforced anchor or connector into the hole in the existing structural member. The anchor or connector includes a bundle of fibers/rovings, and the portion includes rovings encapsulated in a pre-cured adhesive to form a reinforced portion having a desired cross-sectional size and shape to be received by the hole. The method further includes splaying free ends of the fibers/rovings at an end of the anchor and adhering the splayed ends of the fibers/rovings onto the surface-mounted strengthening system of the strengthened member or onto adjacent members with adhesive. | 02-25-2016 |
20160123025 | NONSKID MAGNETIZED SAFETY MAT INCORPORATING NONSKID FLEX HINGED LOCATION FOR PROVIDING ADHERING SUPPORT WHEN PLACED UPON A METAL ROOF - An anti-skid mat utilized in the field of metal roofing and including a skid-resistant material exhibiting flexible properties and having a generally planar configuration with a length, width and thickness. A plurality of hinges or flex lines design into the material and which enable the material to conform to any irregular surface associated with the metal roof. Said material having a magnetic attracting underside such that placement of the material upon the metal roof securely supports the weight of a user standing on the mat without slippage relative to the roof. | 05-05-2016 |
20160145882 | REINFORCEMENT AND REPAIR OF STRUCTURAL COLUMNS - A method and an article of manufacture are presented for reinforcing and/or repairing columns, towers, pylons, and the like, constructed from various materials including concrete, masonry, wood, plastics, and the like. One or more tensile bearing bands/rebars of material, such as fibrous material, are longitudinally/axially adhered or attached to the structure followed by wrapping of a semi-flexible or a semi-rigid sheet of material, at a relatively small distance, around the column. Subsequently filler material is poured in the cavity created between the wrapped sheet material and the column. Optionally, multiple layers of various material sheets, each sheet having substantially the same or different properties, may be wrapped around or be attached to the primary wrapped sheet. Appropriately chosen reinforcement bands/rebars, reinforcement sheets, and filler material can provide any desired additional tensile, compressive, shear and flexural strength to the column. | 05-26-2016 |
20160160494 | METHOD OF PROTECTING A WOODEN STRUCTURE - A method is disclosed for the application of a coating for protection of a wooden structure. The method includes the steps of grinding used tired into a crumb followed by making a slurry from the crumb containing one or more additives or agents. The slurry is applied in a single coating to the wooden structure and permitted to dry. The coating encloses the wooden structure and is configured to act as a barrier to natural elements to prevent rot and insect damage. | 06-09-2016 |