Abstract: A method for forming a hollow box-shaped cross section beam utilizes double walled trough that allows for prefabrication with pre-stressed concrete. The hollow box-shaped cross section precast beam is formed by filling the fabrication conduit with precast concrete. A number of tendons may be positioned within the fabrication conduit in quantities and positioned that are favorable to resist deflecting forces and provide anchoring forces within the hollow trough or box-shaped cross section precast beam formed therein. Further, a box shaped cross section bridge girder can be formed having no tensile stresses due to its own weight. The instant abstract is neither intended to define the invention disclosed in this specification nor intended to limit the scope of the invention in any way.

Abstract: A solid reinforced concrete column and a method of constructing the same are disclosed. The solid reinforced concrete column includes outer main reinforcing bars, inner reinforcing bars, inner transverse reinforcing bars, outer transverse reinforcing bars, and concrete. The outer main reinforcing bars are arranged in an axial direction. The inner reinforcing bars are each arranged to be placed between two or three of the outer main reinforcing bars inside the two or three outer main reinforcing bars in the axial direction. The inner transverse reinforcing bars are each arranged to connect the two or three outer main reinforcing bars and the inner reinforcing bar in a transverse direction. The outer transverse reinforcing bars are arranged to surround the outer main reinforcing bars outside the outer main reinforcing bars in the transverse direction. The concrete is placed to bury the reinforcing bars.

Abstract: A prong is configured for use with a concrete reinforcement element and includes first and second legs positioned opposite first and second sides of the prong and a bridge portion connecting distal ends the legs, where the bridge portion forms a first end of the prong. The legs extend from the bridge portion to a second end of the prong opposite the first end, and each of the legs has a proximal end at the second end of the prong. The proximal end of the first leg is bent toward the second leg, and the proximal end of the second leg is bent toward the first leg, such that the proximal ends of the legs overlap each other. Inner surfaces of the proximal ends of the legs define engagement surfaces configured to engage a tie wire, enabling the proximal ends to be connected to the tie wire.

Abstract: 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.

Abstract: 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.

Abstract: A wind turbine tower arrangement (10), having: a concrete tower (12) including an upper portion(14) and a base portion (16); a footer (22) beneath the base portion; a plurality of tendons (30), each tendon spanning an entire height of the concrete tower, at least a portion of each tendon arranged external to concrete (42) forming the concrete tower, and each tendon is pre-stressed to provide compressive force to the concrete in the concrete tower; and a plurality of pilings (28). The tendons are secured by the plurality of pilings.

Abstract: 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.

Abstract: 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.

Abstract: Disclosed are a support beam structure capable of extending a span and reducing a height of a ceiling structure and an installing method thereof. The support beam structure includes an H-beam extending in a longitudinal direction, an inclined extension part fastened to a lower surface or a side surface of the H-beam and inclined in such a way as to flare at an upper end thereof, a reinforcing part for reinforcing the inclined extension part, a deck placed on an upper end of the inclined extension part, and a concrete layer for filling a top of the inclined extension part, a top of the H-beam, and a top of the deck.

Abstract: 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.

Abstract: 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.

Abstract: The present invention relates to a method and system for reinforcing building structural components. The system includes a rigid continuous stirrup elongated along a longitudinal axis. Portions of the stirrup may be inserted from a lateral direction into cells between webs of the building structural component in an unobstructed fashion. The system also includes at least one reinforcing member situated within a corridor along the length of the stirrup.

Abstract: 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.

Abstract: 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.

Abstract: A monolithic reinforced concrete (RC) dense column structure includes RC dense columns along a structure perimeter, RC window structures along the structure perimeter, and a RC beam over the dense columns and the window structures around the structure perimeter. Each window structure includes RC window columns, a RC short window column between the window columns, and a RC window beam between the window columns and over the short window column. The structure further includes prefabricated wall panels having molds that casted the dense columns, the window structures, and the beam.

Abstract: A system for connecting panels of framing members utilizes five types of monolithic, elongate connectors. A first connector has a cross-section defined by an L-shaped portion and a straight portion extending from a bottom tip of the foot of the L-shaped portion at an angle. A second connector has a cross-section defined by an L-shaped portion and a straight portion extending from a top tip of the leg of the L-shaped portion at the same angle as the first connector. A third connector has a cross-section defined by a U-shaped portion and two straight sections extending away from the U-shaped portion. A fourth connector has a cross-section defined by two equal-length straight portions meeting at a right angle, and a fifth connector has a cross-section defined by a single straight portion.

Abstract: 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.

Abstract: A concrete tower is provided. The concrete tower may be a concrete tower for a wind turbine. The compressive strength of the concrete is changed in dependency of the height of the tower. The concrete tower includes a number of tendons that are arranged to pre-stress the concrete tower. Each tendon is anchored with the concrete tower at a first end of the tendon and at a second end of the tendon.

Abstract: A framing structure (10) includes elements that are integrally connected by a poured bonding core (18). The elements include a hollow-interior column (12) having an opening (22) in a wall (20) that allows access to the interior and a beam (14) having a cavity (28) that is configured to receive a pourable bonding material (18). The beam (14) is positioned with respect to the column (12) such that the cavity (28) is aligned with the opening (22). Flooring sections (16) are supported by the beams (14).

Abstract: An adjustable bracing system is provided for a vertical wall structure that includes a vertical member having keyed openings and a generally Z-shaped cross-section. The bracing system further includes an extension member and an outrigger bracket that have cleats for removable engagement with the keyed openings of the vertical member and an adjustable strut that is pivotally secured to the bracket member.

Abstract: New Framing design to structurally reinforce Concrete columns and replace traditional beam framing designs in use today. Using three circular plates with hollow centers, that are welded together to form a sphere. Also to further increase the initial circle framing design, adding additional circular plates diagonally to the cross sections until a complete sphere is used to maximum structural integrity.

Abstract: Prefabricated modular tower of the kind used as a support for wind generators and other applications uses reduced-thickness prefabricated elements which are reinforced with an internal structure of horizontal and vertical stiffeners, preferably made of reinforced concrete. The elements are tensioned both horizontally and vertically by flexible metal cables. The main advantages of the invention are that it enables fast construction of very high towers using a limited number of elements. The elements are not heavy and are easy to transport, all of which leads to savings in manufacturing, transport and installation costs.

Abstract: A column cage may comprise a plurality of column grids. The column grids may be formed with a plurality of longitudinal rebars. Also, the column grid may have a plurality of transverse rebars attached atop the plurality of longitudinal rebars. The transverse rebars may be attached to the longitudinal rebars. Four vertically extending rebars may be charged through the plurality of column grids at the four corners of column grids. The column grid may be held firmly to the vertically extending charged rebars with wire ties. Additionally, adjacent column cages may be connected to each other with a swedged on coupler.

Abstract: It is a constructive system that improves, facilitates and reduces costs in the construction of houses and buildings of one or more stories, through a new type of electro-welded steel structures pile up; through a new type of smart concrete blocks, that assembles one to each other with mortars, (mortars are blind view), because it always place to the interior of the blocks, which are linked to pillars through steel clips, whose role is make perpendicular and align; through a new type galvanized steel profiles to build roofs, which are joined to each other through connectors that allow them to easily take any degree of slope, and, through a new type of structural aluminum molds, which are used to build pillars, beams and slabs of reinforced concrete. Its main advantages are: 1. Reduces 43.22% the direct cost of construction (materials and workmanship direct) from each house basic (foundation, structure, concrete floor, metallic structure of the roof, and walls) 2. Increases 50% worker productivity 3.

Abstract: A device for reinforcing concrete. The device is of one-piece construction and includes a perforate load-bearing member with first and second surfaces around which concrete can be placed. Apertures in the perforate load-bearing member form connectivity points between concrete disposed on the first and second surfaces to promote bonding of the concrete such that a contiguous mass of concrete forms upon curing. In various embodiments, the device can be configured as a joint, beam, shear wall, retaining wall or footer. In addition, the device can be prefabricated, thereby reducing the time and cost of formation of a reinforced concrete structural member.

Abstract: The present invention is directed toward a rebar support assembly utilized in structural construction beams. The assembly may include a frame having chair portion, a cage portion, an intermediate portion, and/or a header portion. Each portion may include one or more rebar receptacles designed to support a segment of reinforcement bar in a predetermined location and orientation. For example, the receptacles may be configured to orient the rebar in a generally horizontal and/or a generally vertical position. The assembly may be configured as a unitary structure, or may be modular to customize the rebar support for a job site. In use, the assembly is positioned on the supporting surface of the concrete pour area and rebar segments are coupled to the receptacles. Concrete is then poured over/around the assembly.

Abstract: A cementitious material beam for use in the building construction industry and a method of fabricating such beam.

Abstract: 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.

Abstract: A structure system for use in a construction is provided. The structure system has a steel element, a first spiral stirrup, and a second spiral stirrup. The first spiral stirrup forms a plurality of pitches and axially wraps at least a portion of the steel element. The second spiral stirrup is axially disposed on an outer side of the steel element. The second spiral stirrup selectively passes through the pitch and extends into an inner space of the first spiral stirrup. In addition, a plurality of axial reinforcing bars may be entered to serve special needs of structure design.

Abstract: The present invention relates to a method and system for reinforcing building structural components. The system includes a rigid continuous stirrup elongated along a longitudinal axis. Portions of the stirrup may be inserted from a lateral direction into cells between webs of the building structural component in an unobstructed fashion. The system also includes at least one reinforcing member situated within a corridor along the length of the stirrup.

Abstract: A beam-like structural component (1) made up of individual parts, comprising a flange (2) and two webs (3, 4) is characterized in that a flange (2) is provided with one web (3, 4) each on its two longitudinal sides, wherein each web is attached to a longitudinal sidewall of the flange (2) preferably by means of an adhesive material, and that the end regions (7) of the webs (3, 4), which end regions are facing away from the flange (2), are planarly interconnected with the surfaces (8, 9) facing each other preferably by means of an adhesive material, wherein the webs (3, 4), in their cross-sections, have in each case the shape of a “stretched S”.

Abstract: A profile of recycled plastic agglutinated with natural fibers and reinforced with rigid rods in conjunction with a process producing the said profile. The profile composed of a geometric shape predetermined by its applied use which could be as a profile for a signpost, for a utility pole crossarm, for a beam, for civil construction use, for a fence post or for a marine piling. The profile is manufactured from a thermoplastic mass and a natural fiber by an extrusion process, where the recycled thermoplastic is agglutinated with the natural fiber and then is coupled in predetermined points, preferably close to its borders, with rigid rods distributed in parallel alignment to the longitudinal axis of the profile. The process to manufacture the profiles incorporates an important device of counter weight in the extrusion process precluding the formation of air bubbles in the mass.

Abstract: A device for connecting a beam to pillars or similar supporting structural elements in order to erect buildings, particularly multistory buildings, by means of prefabricated concrete components, the device comprising first means for connecting two end regions of the beam to the pillars and second means for connecting the beam to the pillars, the first connection means provide a coupling at least of the hinge type between each one of the two end regions of the beam and the corresponding pillar; the second connection means comprise at least one tension element that passes through the beam and is connected to the pillars by means of the ends thereof that protrude from the beam.

Abstract: Steel studs for use in construction having a web, main web openings through the web, a right angular flange formed on a free edge of the web, and depressions in the web and depression openings in the depressions. An alternate form of stud has a triangular tube structure along one edge of the web. Another form of stud has a discontinuous webs defining spaces between them. The main web openings may be circular or non-circular. The studs may be used in a composite construction panel having a thin panel of concrete material an embedment angled flange portion formed along the opposite edge of the web, an edge strip formed on the angled flange at an angle thereto; and, spaced apart angled flange openings formed in the angled flange for flow of concrete therethrough The studs form a reinforcing grid of sheet metal studs with embedment portions which are actually embedded into the concrete panel. In one embodiment two concrete panels may be secured to the studs in spaced relation to create a hollow structure.

Abstract: A metallic stud for use in a framing structure, the stud definable in terms a x, y, z coordinate system. The stud includes the z-axis elongate substantially rectangular integral web within a yz plane and further includes a series of xz plane tabs projecting in an x-axis direction, the tabs alternating in x-axis extent between interdigitating greater and lesser dimensions, in which a z-axis line of dependency exists between a common xz plane of all of the tabs in a first major rectangular base of the yz plane of the web of the stud. The stud further includes a z-axis elongate L-shaped element integrally dependent from a second major rectangular base of the web, the elongate element parallel to the first base.

Abstract: Site cast or pre-cast columns aligned and braced by pre-cast pre-stressed floor beams are used to erect a concrete skeleton structure for a building. The ends of the horizontal beams are imbedded in the columns at floor levels to stabilize and complete the skeleton. The horizontal beams are pre-stressed and are cast with passages that permit insertion of continuous reinforcing tendons into a network throughout each floor level. The tendons are subsequently post-tensioned so to tie the beams together and to the columns to reinforce the skeleton. Slab drop-forms starting at the roof and progressing floor-by-floor downward allow monolithic post-tensioned floor slabs to be cast to tie the skeleton into a unitary structure. The beams are usually integrated (buried) into each monolithic floor slab, keyed, doweled and bonded with bonding agent at cold joints to become a part of the slab structure.

Abstract: The current invention discloses moisture resistant foundation pier block forms constructed from corrugated plastic. Means for holding sections of reinforcing bar can be included and at least one preferred embodiment of the invention includes means for securing the form in its desired location at a construction site. The forms of the current invention are light weight and can be easily assembled at a construction site or at a remote location. Sections of reinforcing bar can be inserted in at least one preferred embodiment of the invention during assembly and the forms can then be folded into a flat configuration for storage until needed. The forms disclosed in the current invention can be reused, but they do not attract insects and therefore do not have to be removed from the pier blocks after the concrete has dried.

Abstract: A rod-reinforced cushion beam includes a rigid frame having a spaced plurality of main rod members and a longitudinally paced plurality of connecting elements; and a plastic body encapsulating and substantially solidly filling the frame. A preferred embodiment has least 90 percent by weight of the plastic body in a main polymeric component of linear low density polyethylene, and an additive component that does not contain filler material. Also disclosed is a method for forming a rod-reinforced cushion beam.

Abstract: A rod-reinforced cushion beam includes a rigid frame having a spaced plurality of main rod members and a longitudinally paced plurality of connecting elements; and a plastic body encapsulating and substantially solidly filling the frame. A preferred embodiment has least 90 percent by weight of the plastic body in a main polymeric component of linear low density polyethylene, and an additive component that does not contain filler material. Also disclosed is a method for forming a rod-reinforced cushion beam.

Abstract: A molded concrete member has two facings, respectively active and passive, spaced from one another by a preselected distance, and between which is embedded a reinforcing cage. The cage has, on either side of a neutral axis, two layers, respectively active and passive, which are separated by a spacing. Each layer has at least one longitudinal solid bar of preselected cross-section, the spacing and the cross-section of the bars being determined in relation to loads to be applied, the two layers are respectively parallel to both facings of the molded element and are connected by transverse linking armoring.

Abstract: A metal structuring system is disclosed preferably consisting of a plurality of inner wall elements and a plurality of outer wall elements fastened together to form the walls of a building/structure. The system uses the inner and outer metal wall elements as structural ingredients, as well as a cosmetic covering, to provide rigidity and strength, while also providing overall lightness. The attachment of the inner wall and outer wall elements, yields a single, hollow space between the inner and outer walls for the injection of an insulating materials, such as impregnated foam. The inner wall elements and the outer wall elements are preferably similar in shape and construction.

Abstract: A column assembly preferably includes a tube member having a wall that defines an interior volume. The column assembly is preferably operable to convert external, axial compressive forces applied to the column assembly into at least tangential stresses within the wall of the tube member. In one embodiment, an external compressive force causes increased pressurization of a filler material located within the volume of the tube member. The pressurized filler material produces tangential, tensile stresses within the wall of the tube member rather than axial compressive forces within the wall of the tube member. In some embodiments, a reinforcing, tension member, e.g., a wire rope, may be helically wound around the outer surface of the tube member along at least a portion of its longitudinal length.

Abstract: A column assembly preferably includes a tube member having a wall that defines an interior volume. The column assembly is preferably operable to convert external, axial compressive forces applied to the column assembly into at least tangential stresses within the wall of the tube member. In one embodiment, an external compressive force causes increased pressurization of a filler material located within the volume of the tube member. The pressurized filler material produces tangential, tensile stresses within the wall of the tube member rather than axial compressive forces within the wall of the tube member. In some embodiments, a reinforcing, tension member, e.g., a wire rope, may be helically wound around the outer surface of the tube member along at least a portion of its longitudinal length.

Abstract: In the structure for reinforcing a concrete member and the reinforcing method of the present invention, a reinforcing sheet is arranged and joined to a various kinds of concrete member, such as column, beam, wall, floor, and the like, by applying the reinforcing sheet to the surface of the concrete member and attaching to the fixing anchors joined to the concrete member or the other concrete member surrounding the concrete member. The fixing anchor comprises a large amount of reinforcing fiber, and is obtained by bundling a part of the reinforcing fiber. The unbundled portion of the fixing anchor is spread along the surface of the concrete member. The reinforcing sheet is over-lapped to the unbundled portion using resin adhesives. In addition, reinforcing fibers, such as carbon fiber, aramid fiber, glass fiber, and the like are preferably used as the material comprising the fixing anchor and reinforcing sheet. Thereby, the reinforcing member can be joined via the fixing anchor to the concrete members.

Abstract: A method of making a connector hub to mate with tubular frame members, for use in constructing a free span building. The method includes constructing multiple slots, each slot having an open end, a closed end, and a longitudinal axis; and for each slot; disposing a tooth on either side of the longitudinal axis; and making the area of the connector material in shear to the area of the tubular frame member in tension, as an approximate ratio of the unit strength of the material of the tubular frame member in tension to the unit strength of the material of the connector in shear.

Abstract: A steel frame building structure includes steel posts, steel beams fixed with connect members, and connectors connected to the connect members with bolts and nuts, support frames of wall structures fixed with the beams to construct wall structures, and the wall structures connected tightly with the sides of steel bar nets of an upper and a lower floor by means of fix steel bars. The posts and the beams have their support frames directly assembled with connect members, and the support frames have reinforcing steel bars lateral and vertical in the interior. Holed plates are fixed on outer surfaces of the support frames of the wall structures and the support frames of the posts and the beams, and sealed with sealing means. Then concrete can be placed through openings into hollow spaces in the whole structure with fastness and forming the steel frame building having a strong structure to resist earthquakes.

Abstract: A fixed construction (10) comprises rigid piles (12) and a monolithic concrete floor slab resting (14) on the piles. The floor slab comprises straight zones connecting in the two directions, i.e. lengthwise and broadwise, the shortest distance between the areas of the floor slab above the piles. The floor slab (14) is reinforced by a combination of: (a) fibers (22) distributed over the volume of the floor slab (14); (b) and steel rods (16, 16′) with a yield strength of at least 690 MPa and being located in those straight zones. This construction reduces considerably the amount of reinforcement steel, increases the bearing capacity and enables to reduce the time for making such a construction.