Class / Patent application number | Description | Number of patent applications / Date published |
052649100 | Reinforcement for settable material | 29 |
20090165418 | Wheel spacer for reinforcing rods of cementitious structures - A wheel spacer is provided for spacing a reinforcing rod for a cementitious structure away from an object during fabrication of the structure. The spacer consists of two substantially semicircular sections configured for connection together with the rod abuttingly retained in saddles generally situated at the centre of the sections when connected together in an assembled configuration for the spacer. Each section has, on an inner wall thereof in which the saddles are situated, primary inserting arms for insertion into apertures for locking engagement with teeth on the inserting arms with teeth on receiving arms of the other section. Retaining arms having guide walls further facilitate retention of the rod and guiding thereof towards the saddles while the spacer is placed in the assembled configuration. | 07-02-2009 |
20090193749 | Internally trussed monolithic structural members - A prefabricated, monolithic, structural building panel of box-like configuration includes face, side and end members, all constructed of fiber reinforced concrete, the panel having a plurality of internal truss members, also constructed of fiber reinforced concrete, extending angularly between the panel face members. Forms for the casting of the structural components making up the panel are fabricated from a light weight, insulative material that is left in place within the panel after casting to provide heat and sound insulation. | 08-06-2009 |
20090301023 | Process for the Production of Reinforced and Cast, Cellular or Foamed Concrete Bodies and Reinforcement Support Frame for the Use in Such a Process - The invention relates to a process for the production of cellular or foamed, cast concrete bodies that are reinforced with metallic reinforcements, and to a reinforcement support frame for use in the production of cellular or foamed, cast concrete bodies that are reinforced with metallic reinforcing bars. | 12-10-2009 |
20100154344 | Steel rope safety system with compacted ropes - A steel rope safety system includes at least one steel rope having at least one strand, and the at least one rope or at least one strand is compacted. Further, a method is provided for making a steel rope safety system comprising the step of providing at least two wires, the step of stranding the wires thereby forming a strand for a rope and the step of compacting the strand. There is likewise provided the use of compacted steel ropes as impact reducing material. | 06-24-2010 |
20120137618 | REINFORCING ASSEMBLY, AND REINFORCED CONCRETE STRUCTURES USING SUCH ASSEMBLY - A reinforcing assembly to address this problem comprises a plurality of diagonal working members (preferably formed of #3 rebar) each of which is “ribbed” to provide increased surface area for bonding to the concrete, and each of which is attached to a horizontal runner independently such that the diagonal working members are variably spaced along the assembly. Relative to the horizontal runner, each diagonal member is “bent” at a given angle, preferably in the range of 45° plus or minus 25°. The reinforcing assembly is designed for use to provide punching shear reinforcement in a reinforced concrete structure such as, without limitation, a slab (in which the assembly is supported) located adjacent a structural column. The top of each diagonal member in the reinforcing assembly preferably comprises a double hook that is configured to fit within reinforcing bars that run along the top of the slab. The horizontal runner comprises a pair of spaced-apart, longitudinally-extending carrier (or “support”) bars, each of which preferably terminates on one end (namely, at the support column) at one end in a structure that is bent upwards and hooked. Preferably, the hooked structure of each runner bar extends into the structural column to provide additional reinforcement, thereby converting the runner bar into a reinforcing member that provides the same function as the other diagonal members, and at a confined location at a highest point of stress (i.e. where the slab attaches to the column) where it would not be possible otherwise to fit a diagonal member. | 06-07-2012 |
20120137619 | REINFORCING ASSEMBLY AND REINFORCED STRUCTURE USING A REINFORCING ASSEMBLY - A reinforcing assembly includes multiple spaced-apart, longitudinally-extending support bars. The reinforcing assembly also includes multiple working members each independently connected to the support bars. The working members are oriented diagonally with respect to a longitudinal axis extending along the reinforcing assembly. | 06-07-2012 |
20120151868 | 3-DIMENSIONAL LATTICE TRUSS STRUCTURE COMPOSED OF HELICAL WIRES AND METHOD FOR MANUFACTURING THE SAME - Disclosed are three-dimensional porous light-weight structures composed of helical wires and the manufacturing method of the same. Continuous helical wire groups in three or six directions having a designated angle (for example, 60 degrees or 90 degrees) with respect to one another in a space cross and are then assembled, and thus new truss-shaped three-dimensional lattice truss structures having high strength and stiffness to weight ratio and a large surface area and method of mass-producing the structures at low costs are provided. The three-dimensional porous light-weight structures are manufactured by a method in which helical wires are three-dimensionally assembled through a continuous process rather than a method in which net-shaped wires are simply woven and stacked, and thus have a configuration similar to the ideal hexahedron truss, Octet truss, or truss in which regular octahedrons and cuboctahedrons are combined, thereby having excellent mechanical properties or thermal or aerodynamic properties. | 06-21-2012 |
20130047545 | REINFORCEMENT SYSTEM FOR CONCRETE STRUCTURES AND A METHOD FOR REINFORCING AN ELONGATE CONCRETE STRUCTURE - A reinforcement system for concrete structures, comprising a first set of reinforcement elements configured to be connected to and co-functioning with a second set of reinforcement elements, each of said first and second set of reinforcement elements comprises each a number of more or less uniformly shaped units, intended to be tied together, the first and/or second set of reinforcement elements being made of basalt or carbon fibers, embedded in a suitable matrix. At least the units forming said first set of reinforcement elements are delivered to the construction site in a flat packed, compact state, each unit of said first reinforcement elements being configured to be stretched out into longer lengths when placed in situ and preferably being interconnected to at least several of the other units of said first reinforcement elements by means of at least one flexible or foldable, more or less continuous band. | 02-28-2013 |
20140059967 | REINFORCING ASSEMBLY HAVING WORKING MEMBERS WITH NON-PLANAR TIPS - A reinforcing assembly includes multiple spaced-apart, longitudinally-extending support bars. The reinforcing assembly also includes multiple working members each independently connected to the support bars. The working members are oriented diagonally with respect to a longitudinal axis extending along the support bars. Each working member includes (i) upwardly-extending sides defining a plane and (ii) an end portion spaced apart from the support bars. At least part of the end portion is non-planar with the upwardly-extending sides. For example, the end portion of each working member could extend away from the support bars and be substantially perpendicular to the support bars. | 03-06-2014 |
20150135629 | GRIP REINFORCING BAR AND METHOD OF PRODUCING SAME - A reinforcing bar with improved adherence for reinforced concrete component, consists of a metal profile section ( | 05-21-2015 |
20160076269 | CONCRETE DECK WITH LATERAL FORCE RESISTING SYSTEM - Embodiments of a deck assembly module for a steel framed building include a modular concrete deck platform. The modular concrete deck 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 sleeve openings located around a perimeter of the concrete slab, the sleeve openings surrounded by sleeve structures, the sleeve structures surrounded by concrete. Each sleeve opening extends from the top major surface of the concrete slab to the bottom major surface of the concrete slab. | 03-17-2016 |
20160108618 | PREFABRICATED MODULAR REBAR MODULES AND METHODS OF USING THE SAME - There is provided a reinforcing steel structure for use in a concrete building wall. The structure includes one or more prefabricated, welded cages having vertical reinforcing bars. A plurality of continuous ties extends around the vertical reinforcing bars and a plurality of shear ties extends generally horizontally between the vertical reinforcing bars. Each welded cage is sized and shaped for shipping and said structure can be formed onsite from a plurality of said cages lapped together. Concrete is added to the reinforcing steel structure to form a concrete building wall. | 04-21-2016 |
052649200 | For beam, column, etc. | 12 |
20090064625 | Architectural structure - An architectural structure comprises an outer peripheral tube frame as a main frame in which a hexagon structural unit is rigidly connected in a honeycomb-shape. The hexagon structural unit includes a pillar and a beam or one part of a slab. Concretely, the hexagon structural unit provides with two edges such that the right side and the left side are symmetric. Two edges are edges of two inclined pillars are connected. Two inclined pillars are inclined in an opposite direction, along a perpendicular direction. The beam or one of the slabs is respectively placed at an upper edge and a lower edge along a horizontal direction. Thus, an architectural structure comprises a tube frame having a novel basic structure. Thereby, stability and earthquake-resistance of a structure can be obtained in an architecture building, specially, a high-rise and a super high-rise buildings. Stability and earthquake-resistance of the structure are superior to a conventional structure. Further, a design can be more free than that of the architectural structure of a conventional tube frame. | 03-12-2009 |
20110088348 | FRAMING STRUCTURE - A framing structure ( | 04-21-2011 |
20120210669 | METHOD OF CONSTRUCTING PREFABRICATED STEEL REINFORCED CONCRETE (PSRC) COLUMN USING ANGLE STEELS AND PSRC COLUMN USING ANGLE STEELS - A steel reinforced concrete (PSRC) column is prefabricated with angle steels at the corners. The column has auxiliary reinforcement bars between the angle steels and tie bars surround the angle steels and auxiliary reinforcement bars. Column capital steel plates are fixed to the structure, outside the angle steels and the auxiliary reinforcement bars. Column capital reinforcing steel plates are diagonally attached inside the PSRC column. A mold is used to fill the column with cement. | 08-23-2012 |
20130326992 | MOUNTING BASE - A mounting base is formed from a metal foundation, height adjustment bolts for adjusting the height dimension of the foundation, support bolts inserted into support bolt insertion holes, a metal cover installed on the foundation, and mortar filling the space between the foundation and the upper surface of a concrete slab. In the base, the first fixed ends of the bolts are inserted into insertion holes formed in a metal plate and are fixed to the metal plate with nuts, and the second fixed ends of the bolts are fixed to a steel beam with nuts. The portion of the first fixed ends of the bolts which extends between the metal plate and the top surface of the concrete floor is integrated with the mortar filling the space, and the metal cover covers the opening at the top of a metal tube of the foundation. | 12-12-2013 |
20140190113 | ULTRA-HIGH PERFORMANCE CONCRETE REINFORCEMENT BARS - The ultra-high performance concrete reinforcement bars replace conventional steel tension bars and the like in the reinforcement of construction elements, such as concrete beams. The ultra-high performance concrete reinforcement bars are formed from ultra-high performance concrete reinforced with steel fiber. The reinforcement bars are preferably deformed to improve bonding at the interface between conventional concrete in the beam and the reinforcement bars. The bars are disposed in the area of the beam known as the tension area when the beam is subjected to a bending stress to provide tensile reinforcement. | 07-10-2014 |
20140190114 | REINFORCED CONCRETE HEXAHEDRAL MODULUS - The utility model discloses a monolithic reinforced concrete piece for the construction of buildings which is characterized for having six columns arrange in a hexagonal distribution, a continuous beam with variable depth supported by the columns making six spans and forming a hexagonal perimeter viewed from top, a corbel fixed along the beam's external face, and a roof which has a hexagonal shape with a circular hole in the center in plan view and cambered in the elevation view which rest on the continuous beam. In use the reinforced concrete hexahedral module can be cast-in-place or pre-cast and transported to its final position on the construction site and used as part of a building defining the space and ambience of said building. This invention has the advantage of being safe, strong and reliable, providing a fast new method of construction for different kinds of buildings. | 07-10-2014 |
20140298749 | BEAM AND A METHOD FOR REINFORCING CONCRETE SLABS - A beam for reinforcing a concrete slab, the beam including a channel for receiving concrete mix therein, and the beam adapted to receive at least one anchoring element such that the at least one anchoring element protrudes into the channel, wherein the at least one anchoring element is for engaging the concrete mix, such that once the concrete mix hardens, the at least one element contributes to engagement between the beam and concrete slab. | 10-09-2014 |
20160097200 | REBAR STRUCTURE AND REINFORCED CONCRETE MEMBER - A rebar structure includes a plurality of column longitudinal bars to be connected to a beam. The yield point or the 0.2% proof stress of at least a portion the column longitudinal bars is larger than the yield point or the 0.2% proof stress of a normal reinforcing bar defined by JIS G 3112. | 04-07-2016 |
20160097201 | REBAR STRUCTURE AND REINFORCED CONCRETE MEMBER - A rebar structure includes a plurality of column longitudinal bars to be connected to a beam. The yield point or the 0.2% proof stress of at least a portion the column longitudinal bars is larger than the yield point or the 0.2% proof stress of a normal reinforcing bar defined by JIS G 3112. | 04-07-2016 |
052649300 | Having perimeter-surrounding element | 2 |
20090044479 | WALL PANEL APPARATUSES AND METHODS - Apparatuses and methods for a wall panel having a support element and an insulation element. | 02-19-2009 |
20150292193 | Building Structure Including Balcony - A building structure ( | 10-15-2015 |
052649600 | Additional laterally projecting means | 1 |
20130283721 | STEEL FRAME STRUCTURE USING U-SHAPED COMPOSITE BEAM - A steel frame structure includes brackets connected to columns to allow the columns to be connected to a girder. Each bracket includes a U-shaped plate having a bottom plate, side plates extended upwardly perpendicularly from both ends of the bottom plate, and base plates extended outwardly from the side plates, a vertical plate welded perpendicularly to the center of the bottom plate of the U-shaped plate in such a manner as to be parallel to the side plates, and a horizontal plate welded to the top end of the vertical plate in such a manner as to be parallel to the bottom plate of the U-shaped plate. The girder has a generally U-shaped section. | 10-31-2013 |
052649800 | Spacer-positioner | 5 |
20090094928 | Spacer and building component for a wall structure and method and device - In a building component or shuttering body ( | 04-16-2009 |
20100043337 | Spacer for concrete reinforcement wire - A spacer that connects to a reinforcement wire mesh at an intersection of a first wire and a second wire includes a first triangular body portion and a second triangular body portion, wherein the second triangular body portion is orthogonal to and bisects the first triangular body portion. The first triangular body portion includes a first apex, a first base, and a notch on each side of the first triangular body portion proximate each end of the first base, each notch allowing a respective end of the first base to flex toward the first apex. The second triangular body portion includes a second apex, a second base, and a clip extending from each end of the second base, each clip configured to surround the second wire. | 02-25-2010 |
20120017535 | Connector device for slender metal components - An improved connector for joining wire mesh and or concrete reinforcement bars and for joining them to other structures comprised of a channel shaped part and wedge. Also connectors constructed from one part having the same function. All connectors preferable made from sheet metal. | 01-26-2012 |
20120297719 | REBAR CAGE STIFFENER RING - A stiffener ring, and associated method and program product. A stiffener ring is provided having a generally annular shape for supporting a rebar cage, including: a plurality of primary cutouts spaced about an exterior edge of the stiffener ring, wherein each primary cutout is configured to receive a transversely mounted steel bar; a plurality of secondary cutouts spaced about an edge of the stiffener ring, wherein each of the secondary cutouts is configured to received an instrumentation pipe; and a set of flow holes cut into the stiffener ring to facilitate a flow of concrete through the stiffener ring. | 11-29-2012 |
20160153192 | ROD CLIP STAND | 06-02-2016 |