Class / Patent application number | Description | Number of patent applications / Date published |
052098000 | FRANGIBLE SECTION OR MEANS | 31 |
20100005733 | Fractionable Cement Veneer - A breakable veneer for simulating the appearance of stone, tile, concrete, etc., is disclosed. The veneer may be made by producing a mold of a desired texture, filling the mold with a mixture including portland-type cement, resin, and colorant. The veneer may be made to have an average thickness between about 1/16 and ¼ inches in a sheet form, and may have a peel coat applied to the finished surface. When produced, the veneer is flexible, being able to conform to various surfaces and applied to various surfaces using any of various adhesives, and able to be transported is a finished form to an installation site. The veneer may be scored and then broken or fractured along the scoring lines to create simulated broken stone, ceramic tiles, cut stone, etc. | 01-14-2010 |
20100024321 | SHIM HAVING A PLURALITY OF SNAP LINES - A shim is described that includes a plurality of snap lines extending along a length and/or width of the shim. | 02-04-2010 |
20100192482 | FRANGIBLE POSTS - A method of producing a frangible post characterised by the step of forming a region of weakness by compressing a portion of at least one surface and/or edge of the post. | 08-05-2010 |
20100293870 | System Of Direct Fusible Anchoring For A Support Post Of A Security Barrier Or Parapet In Rigid Ground - The present invention relates to a device for the anchoring in rigid ground such as decks or floors made of concrete, asphalt, rock etc., for support posts for safety barriers and parapets, by means of bolts partly embedded in the ground and fixed to same by chemical or mechanical means, whose emergent part successively traverses the anchor plate of the post of the barrier, one or more washers and closure nuts which are what fix the bolt to the anchor plate. The washers present the capacity to behave as fusible elements which, in the event of a vertical load due to traction greater than a defined value, are deformed and traversed by the closure nut which, once released from the washer, traverses the corresponding hole of the anchor plate, which is of a size greater than that of the closure nut, with the union between the plate and bolt thus becoming decoupled. | 11-25-2010 |
20100319271 | Ductile Seismic Shear Key - A ductile seismic shear key construction including a concrete support, a concrete shear key supported on the concrete support, a generally vertical reinforcement bar in and extending between the concrete support and the concrete shear key and anchored in the concrete support, and an isolation key. The isolation key is in and at the base of the concrete support and adjacent the reinforcement bar. The bar can be one of the two legs of a downwardly-disposed U-shaped bar. The other leg, if present, is also in and extends between the concrete support and the shear key and is anchored in the concrete support; and a second isolation key is in the concrete support at the base thereof and adjacent the second leg. The bars can pass through through-holes in the isolation keys, particularly for an interior shear key construction. For an exterior shear key construction the bars can be disposed in notches of the isolation key. Horizontal reinforcement bars can be placed perpendicular to the vertical bars (legs) and directly above the isolation key(s) and secured to the vertical bars. | 12-23-2010 |
20110005145 | Construction connectors incorporating hardware - A construction connector incorporating one or more fasteners can be formed by a plate including a plurality of openings, at least one fastener aligned with a corresponding opening in the plate and oriented substantially perpendicular to the plate, and a breakable connection coupling the fastener to the plate. The breakable connection further can comprise a weld. A second fastener also can be aligned with a second corresponding opening in the plate such that it is oriented substantially perpendicular to the plate, and a breakable connection can be used to couple the second fastener to the plate. Additionally, a second plate can be coupled to the plate, wherein the second plate includes at least one opening. | 01-13-2011 |
20110067323 | BREAKAWAY UTILITY POLE WITH DECORATIVE BASE COVER - A breakaway pole installation includes a vertical pole having an anchored lower section anchored to a foundation and including a breakaway device for fracturing upon an impact of predetermined force. A decorative cover extends around the pole's lower section. The cover includes a lower foot and an upper lip. The pole includes an outward bump-out situated within the cover. The bump-out includes an energy transfer portion spaced below the cover's lip and above the cover's foot for transferring impact energy from the cover to the pole. The energy transfer portion has a height extending at least 60 mm above and 60 mm below a point of impact disposed about 450 mm above the foundation. The energy transfer portion has a maximum horizontal spacing from the cover of up to about 6 mm. | 03-24-2011 |
20110179725 | MOMENT FRAME CONNECTOR - A lateral bracing system is disclosed for affixing a column to a beam in a construction. The lateral bracing system includes a pair of buckling restraint blocks, one each affixed to a top and bottom flange of a beam. Each buckling restraint block includes one or more bores formed through a center of the block. The lateral bracing system further includes at least one yield link for each buckling restraint block. Each yield link includes a first end affixed to the column, and a second end fit through a bore in a buckling restraint block and affixed to an end of the buckling restraint block. | 07-28-2011 |
20120031015 | GROUND ANCHOR ASSEMBLY - A ground anchor assembly includes at least two threaded studs, an anchor plate having at least two openings sized and shaped to receive the at least two threaded studs. The assembly further includes a first fastener for each of the at least two threaded studs attached to the respective stud and bearing against a first side of the anchor plate, and a break-away fastener for each of the at least two threaded studs and attached to the respective stud on an opposite side of the anchor plate. Each break-away fastener cooperates with the corresponding first fastener to retain the corresponding stud in position relative to the anchor plate and the other of the at least two studs. | 02-09-2012 |
20120159873 | Composite Connection For A Wind Turbine Tower Structure - A tower section for a wind turbine tower structure comprises at least two shell segments defining, in an assembled condition, a substantially hollow structure, and including first connecting means for mutually joining two adjacent shell segments along a joint, which comprise a column of concrete arranged overlapping at least part of the joint between adjacent shell segments. A method for building a tower section for a wind turbine tower structure and a wind turbine comprising a nacelle having rotatable blades and a vertical tower made of at least one of such tower sections are further provided. | 06-28-2012 |
20120186168 | PERFORATING GUN LOADING AND STORAGE FACILITY - A perforating gun loading and storage facility is disclosed. In one aspect of the present disclosure, the perforating gun loading and storage facility includes, a floor without venting, a roof comprising a layer of steel and a vent for energy release, and a set of external walls enclosing a region between the floor and the roof forming an internal region within which a perforating gun is to be loaded and handled; each of the set of external walls having a layer of steel. | 07-26-2012 |
20120266545 | Connector Assembly for Connecting Building Members - A building assembly utilized in connecting building members together while permitting limited relative movement between the members. The assembly includes a structure such as a track or plate that includes one or more longitudinal slots. Integrally formed in the longitudinal slot is a breakaway washer that receives a fastener that extends into an adjacent structure. When a certain force is applied to the breakaway washer, the breakaway washer breaks away from the slot and this permits the slot to move about the breakaway washer and fastener which results in there being relative movement between two connected structures. | 10-25-2012 |
20120291366 | BUILDING ELEMENTS AND BUILDING SYSTEM USING SUCH ELEMENTS - A building element is in the form of hollow brick having a plane major face and dovetailed projections on an opposite major face for slotting together with similar building elements for the construction of masonry structures. The building element has internal through cavities for housing of operative connections of distribution systems and the like, arranged according to an array parallel to said plane major face, which is formed with references for identification from outside of each through cavity. | 11-22-2012 |
20130205686 | TOWER AND WIND TURBINE GENERATOR HAVING THE SAME - Provided are a tower that has a sufficient yield strength and enables connection between tower sections without requiring a high manufacturing accuracy of the tower sections, and a wind turbine generator having the tower. The tower includes a plurality of tower sections formed by dividing the tower along planes that are parallel to a horizontal plane, and is constituted by connecting end surfaces of the tower sections to each other. The tower further includes a tensile member that has one end supported by a first supporting part at a first tower section among the tower sections, has another end supported by a second supporting part at a second tower section among the tower sections or at a tower base on which the tower is vertically installed, and is stretched along an inner wall of the tower sections so as to have a predetermined tensile force. | 08-15-2013 |
20130298480 | ANCHOR RAIL WITH A TIE - An anchoring rail is disclosed. The anchoring rail includes a rail body that has a holding space extending in the longitudinal direction of the rail body, a filler body that is provided in the holding space of the rail body, and at least one fiber-reinforced tear strip that is arranged between the rail body and the filler body for removing the filler body from the holding space. The tear strip has a matrix of modified natural rubber at least partially surrounding the fibers. | 11-14-2013 |
20140013679 | BUILDING SYSTEM PROVIDED WITH A CRASH LATERAL SIDE THAT IS ADAPTED TO COLLAPSE FIRSTLY UNDER HIGH-HEAT TEMPERATURE - A building system is provided with a crash lateral side that is adapted to crash firstly under high-heat temperature. The building system includes a first building structure having a plurality of first horizontal beams and a plurality of first vertical support structures; a first fire-resistant floor erected uprightly on the first building structure; and a second building structure erected uprightly on the first fire-resistant floor, and having a plurality of second horizontal beams and a plurality of second vertical support structures. The second vertical support structures adjacent to the crash lateral side have a relatively low fire-resistant strength when compared to remaining portions of the second vertical support structures away from the crash lateral side such that the second vertical support structures adjacent to the crash lateral side are adapted to collapse toward the crash lateral side under the high-heat temperature. | 01-16-2014 |
20140130426 | Integrated solar, daylight and night cooling system - The invention consists of an improved heat exchange conduit formed between pre-fabricated building panels and a daylighting section integral within pre-fabricated, structural panels. The daylighting section has the capability to take ceiling air (or air below free-standing arrays) and either return it to the building during heating months, reject the heat, or shunt it for other uses after being warmed through a dual pane glazing assembly with infrared rejection. During summer days, this allows for dramatic reduction in building cooling demand. | 05-15-2014 |
20140366460 | AGRICULTURAL SPRAY BOOM - An improved agricultural spray boom having a primary section, a secondary section and a break away section is provided. The primary section has a top extrusion having a web and two tubes, each tube having a heat sink and a wing. No welds are located above the centerline of the tubes where stress would be the greatest. The secondary section is pivotally attached to the primary section. Weight of the second section and break away section cause a twisting force to be applied to the primary section. The primary section has specially oriented side braces which act in compression to resist the twisting force. The primary section further has a steel connector connected to the underside of the extrusions (and not welded to top of extrusions). The secondary section also has a top extrusion with a web and two tubes. | 12-18-2014 |
20140373459 | MODULAR CONSTRUCTION BLOCK - A modular construction block comprises a masonry block shell including first and second opposing side walls, and an intermediate cross-web formed between the side walls. Each of the first and second side walls comprises first and second opposing end edges, a relatively thin wall section extending from the cross-web to the first end edge, and a relatively thick wall section extending from the cross-web to the second end edge. The relatively thick wall section of each side wall tapers from the cross-web toward the second end edge of the side wall. | 12-25-2014 |
20140373460 | BUILDING SYSTEM FOR SKYSCRAPERS - A building system for skyscrapers includes a plurality of first building stories, a second building story located above the first building stories, and a plurality of third building stories located above the second building story. The second building story has a plurality of horizontal steel beams, a plurality of first vertical steel columns and a plurality of second vertical steel columns. The first vertical steel columns are located at a remote end of a lateral side of the building system, while the second vertical steel columns are located at a near end thereof. The fire resistance of the first vertical steel columns is superior to that of the second vertical steel column. Thus, while the building system is in a fire, the second vertical steel column would be affected more by the fire to reduce the vertical support thereupon than the first vertical steel column does. | 12-25-2014 |
20150059259 | SELF-RELEASING STRUCTURAL ASSEMBLY - The end of a transversely extending beam is joined to a wall structure by a self-releasing structural assembly. It has a first portion anchored to the wall. A second, fireproof and non-thermally degradable portion of the assembly sticks out from the wall. The assembly has a thermally degradable member mated to the second portion of the structural assembly. Both portions have slots for accepting beam fasteners. The beam fasteners squeeze the end of the beam, the support bracket seat, and the consumable, thermally degradable member in compression. When exposed to heat or flame the consumable, thermally degradable member softens, releasing the tension in the beam end fasteners, and releasing the compression in the structural sandwich of parts. The end of the beam is then able to translate away from the wall structure. The consumable member can be inspected without removing the beam end from the seat. | 03-05-2015 |
20150068137 | PREFABRICATED WALL APPARATUS AND METHOD - A prefabricated wall module may include framing members and one or more insulations members. The insulation member may have pre-incisions, as made by a hot-wire, defining service fitting accommodations. The service fitting accommodations are accessible on the inside face of the insulation. The service fitting accommodations may be either or both of vertically or laterally extending, and are located in the same places in each module, the vertical locations being next to the studs, to which service fittings may typically be mounted, the lateral accommodations being at heights typical of switches and wall outlets. The insulation members may be supplied with tabs filling the accommodations. The tabs may be snapped out as required. The insulation members may have stud channels that are shallower than the studs, such that an air gap is established between the insulation and the internal gypsum board covering. | 03-12-2015 |
20150068138 | CONCRETE DECK FOR AN INTEGRATED BUILDING SYSTEM ASSEMBLY PLATFORM - Embodiments of a deck assembly module for a steel framed building include a modular concrete deck platform. The platform includes a concrete slab having a top major surface and a bottom major surface and a structural grid pattern of reinforcing bar within the concrete slab. The concrete slab further includes a shear connector opening on a side surface of a side of the concrete slab. The shear connector opening is a recess on the side surface of the concrete slab. The platform further includes an integrated attachment assembly within the shear connector opening on the side of the concrete slab. The integrated attachment assembly includes a shear connector rebar including an extension of continuous reinforcing bar extending out of the shear connector opening and back into the shear connector opening. The shear connector rebar and the shear connector opening form a closed loop. | 03-12-2015 |
20150345169 | FRANGIBLE GUY WIRE OF AN AIRPORT MAST - A frangible guy wire of an airport mast, which breaks on impact without presenting a hazard or causing critical damage to the object impacting with it. The main part of the length of the guy wire consists of a tube or tubular profile made of composite material, the proportions of the dimensions and materials of which have been selected in such a way that in the event of impact, the tube ( | 12-03-2015 |
20160376786 | Multi-story boxed wall frame with yielding panel zone - A multi-story boxed wall frame system for reinforcement of multi-story structures includes first and second boxed wall frames disposed one on top of the other and connected together. Each boxed wall frame includes first and second columns, and first and second panel zones attached to the respective first and second columns at their top ends. Each of the panel zones includes yielding members and reinforcing structure at least partially bounding the yielding members. The reinforcing structure is configured to concentrate stresses to within the yielding member. A beam extends between the first and second panel zones in each of the boxed wall frames. The boxed wall frame is configured to resolve external forces into shear force in the yielding member such that the yielding members will yield prior to yielding of the beam and the columns. | 12-29-2016 |
052099000 | In dissimilar material member | 5 |
20120192504 | SELF-RELEASING STRUCTURAL ASSEMBLY - The end of a beam is joined to a wall structure by a self-releasing structural assembly. The self-releasing structural assembly has a first portion that is anchored to the wall. A second portion sticks out from the wall. This portion is fireproof and non-thermally degradable. It defines a seat for receiving the beam end. The assembly also includes a thermally degradable member mounted to the second portion. In normal use the beam fasteners squeeze the end of the beam, the support bracket seat, and the consumable, thermally degradable member in compression. When exposed to heat or flame the consumable, thermally degradable member softens, releasing the compression in the structural sandwich of parts. The end of the beam is then able to translate away from the wall structure. The consumable member can be inspected, replaced if necessary, and the beam fasteners re-tensioned, without removing the beam end from the seat. | 08-02-2012 |
20120279143 | BREAK AWAY FIREWALL CONNECTION SYSTEM AND A METHOD FOR CONSTRUCTION - A break away connector system is provided for coupling together structural elements, such as a firewall and a floor or ceiling. The break away connector system comprises a support member and a fusible member. The support member is connectable to a firewall for securing a floor or ceiling to the firewall. The break away connector system further comprises at least one securing member for connecting the floor or ceiling to the support member. The fusible member has a lower melting point than the support member. The support member is configured such that when the fusible member is weakened by heat, the floor or ceiling is slidably releasable from the support member. In a further embodiment, a method is provided for constructing a firewall connection system. | 11-08-2012 |
20130008096 | UTILITY POLE - A utility pole comprises a hollow elongate body ( | 01-10-2013 |
20150059260 | BUILDING FACADE WITH LOCK ELEMENT AND LOCK ELEMENT - A building facade consisting of a building wall, an insulating layer comprising insulating elements, having a surface and disposed on the building wall, a facade cladding which is disposed at a distance from the building wall and from the insulating layer to form a rearventilation gap between insulating layer and facade cladding and a lock element provided for fire protection, which is disposed between neighbouring insulating elements of the insulating layer. In order to further develop a building facade in such a manner that it can be manufactured simply and therefore cost-effectively without additional structural elements being provided, the invention proposes a generic building facade where the lock element is formed in one piece from fibre material, extends over the surface of the insulating layer in the direction of the facade cladding and exhibits a compressibility and/or flexibility aligned at least predominantly between building wall and facade cladding. | 03-05-2015 |
20150128506 | REPLACEABLE DUCTILE FUSE - A fuse and a method of using the fuse to removably couple a structure to an anchor preferably partially embedded in concrete. The fuse is configured to be removably coupled to the anchor so that the fuse is positioned in a load path between the anchor and the structure. The fuse is configured to deform in a ductile manner when the structure exerts a force on the fuse that causes a stress in the fuse which exceeds an elastic limit of the fuse. The fuse may be decoupled from the anchor without altering the concrete, the anchor, and the structure. If the structure exerts a force on the fuse that causes the fuse to deform in a ductile manner, the fuse may be decoupled from the anchor and replaced with another fuse. | 05-14-2015 |
052100000 | Removable corner or internal section | 1 |
20090145054 | CORNER ACCESORY FOR DUCTS - The invention relates to a corner accessory for placing at the junction between at least two ducts that extend in different directions, the accessory comprising two distinct flaps, one of which has a projecting element and the other of which includes an elongate opening, said projecting element being engaged in said elongate opening so as to move along a longitudinal direction of said opening to allow said flaps to move relative to each other. According to the invention, said elongate opening has a longitudinal edge parallel to said longitudinal direction and opening out locally to a slot that opens out into a free edge of said flap. | 06-11-2009 |