Abstract: A vertical wall framing stud defines a vertical exterior-facing surface, a vertical interior-facing surface opposite the vertical exterior-facing surface and a long vertical side surface spanning between the vertical exterior-facing surface and the vertical interior-facing surface. A plurality of vertically spaced-apart cutouts can be defined into the vertical wall framing stud along the vertical exterior-facing surface. A ridge can be defined between an adjacent pair of the vertically spaced-apart cutouts. The ridge can include an exterior-facing planar surface that is vertically oriented. An exterior wall board can be fastened to the vertical exterior-facing surface of the vertical wall framing stud. An air gap is formed between each cutout and the inside-facing surface of the wall board. The air gap lowers the thermal bridging effect that occurs due to the framing stud being in contact with the exterior wall board.

Abstract: The invention relates to a frame profile for a frame rack of a switch cabinet, wherein the frame profile has: a first and a second profile web, wherein a free end of the first profile web has a first sealing edge, and a free end of the second profile web has a second sealing edge, a first mounting side with fixing receptacles, which first mounting side is spaced apart from the first sealing edge by a first dimension of a first connecting side of the first profile web, which connects the first mounting side to the first sealing edge, a second mounting side with fixing receptacles, which second mounting side is spaced apart from the second sealing edge by a second dimension of a second connecting side of the second profile web, which connects the second mounting side to the second sealing edge, characterized in that at least one of the profile webs has an undercut.

Abstract: A column (1) for supporting a covering, comprising a core profiled section (2) having a plurality of fitting grooves in its periphery and a plurality of insertion profiled sections (3, 4, 5) which are each interchangeably fittable into each fitting groove, in such a way that the column (1) has a substantially rectangular cross section, each inserted insertion profiled section (3, 4, 5) in each fitting groove forms a corner (10) of the rectangular cross section of the column (1) and each side wall of the column (1) between the insertion profiled sections (3, 4, 5) is formed by the core profiled section (2). The present invention also relates to a screen construction comprising such a column (1).

Abstract: The present invention relates to an axially yielding elasto-plastic hysteresis brace including an H-section steel as a steel core, a buckling-restraining member covering an outer periphery of the H-section steel, an unbonded layer filled between the steel core and the buckling-restraining member, and a square steel pipe covering the outer periphery of the buckling-restraining member for reinforcement. For both ends of the H-section steel, one reinforcing plate is welded to each outer surface of each flange so as to be overlapped therewith. The buckling-restraining member is installed so that each reinforcing plate is inserted to the buckling-restraining member through an end thereof by a predetermined length L. And, where the width of the H-section steel as a steel core is given as B and the height thereof is given as H, an insertion length L of each reinforcing plate is set in a range of 2B?L?3B and also 2H?L?3H.

Abstract: A web-handling machine frame, at least partially built from reconfigurable interconnected blocks having precision alignment points. From such blocks, modular equipment web-handling lines for web-handling operations can be constructed ad hoc with their shaft mounted web-contacting devices in tram without the need for separate alignment procedures.

Abstract: A press-formed product includes a top panel portion and a side panel portion connected to the top panel portion through a bent portion that is curved so as to have an arc shape. The top panel portion includes a recessed portion that is curved so as to have an arc shape in a direction opposite to a direction in which the bent portion is curved.

Abstract: A lattice girder for support of a tunnel structure includes coupling elements arranged on ends of the lattice girder. Each coupling element has two sheet-metal strips having each an end formed with a loop. Extending between the coupling elements in a longitudinal direction of the lattice girder are two lower bars and an upper bar arranged to define corners of a triangle in cross section. A framework made of single braces connects the lower bars with the upper bar. Connectors are received in the loops of the sheet-metal strips.

Abstract: A reinforcement tie for structural use which comprises two longitudinal bars or plates connected by internal bars or plates, ending in a female end and a male end that is narrower than the female one. In at least one of the male and female ends the cross section of the corresponding internal bars or plates is, totally or partially, less than the cross section of the other internal bars or plates, or in at least one of the male and female ends, the corresponding internal bars or plates have an area where the bar or plate changes direction, with this area forming an entrance slot.

Abstract: Techniques for building construction using fabricated timbers. In one example, such timbers are fabricated using conventional 2× (two-by) lumber to produce a square log appearance. These fabricated timbers are stacked to form outside and/or inside walls. The fabricated timbers and walls are configured to sustain desired vertical and lateral loads anticipated of a building such as a cabin, home, garage, barn, office building, or the like. A building constructed using such timbers appears to be built of square logs. Fabricated timber construction, as compared to conventional log or stick-frame construction, provides the appearance of high-quality log construction at a far lower cost, with higher R-values and appraised values, and is also far lower in cost and much simpler than conventional stick-frame construction.

Abstract: Hot-rolled high-strength steel elongated structural members and method of making same are disclosed by hot-rolling high-strength steel having a specific chemical composition to provide the members of desired geometrical configuration including a thin web with opposed thicker flanges extending therefrom to increase the load bearing capacity of the members.

Abstract: Hot-rolled high-strength steel elongated structural members and method of making same are disclosed by hot-rolling high-strength steel having a specific chemical composition to provide the members of desired geometrical configuration including a thin web with opposed thicker flanges extending therefrom to increase the load bearing capacity of the members.

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: Trusses comprising natural round timbers as top and bottom cords are provided. Also provided are truss and column assemblies comprising natural branched round timber columns connected to a truss.

Abstract: A modular tower structure is described herein. The modular tower uses a cost-effective, efficient design that reduces the amount of steel necessary for tower structures for wind turbines. The modular tower is constructed from sections. The sections are constructed from panels. The panels comprise a curved or arcuate shape. The panels include vertical edges and horizontal edges. A vertical connection connects or secures the panels at the vertical edges of the panels and forms the sections. The sections have a generally circular shape. A horizontal connection connects or secures the sections at the horizontal edges of the panels.

Abstract: A preassembled lattice beam formed by a lower rib and an upper rib interconnected by at least one diagonal attached such as to be able to pivot between a transport position and a mounting position, said beam having at least one stationary upright connecting the lower and upper ribs at a right angle in said mounting position.

Abstract: A stabilizing system for a deck system has a plurality of pedestals, a plurality of connection locations on a periphery of the pedestals and a stabilizing bar secured between the pedestals. The stabilizing bar includes a first half, a second half, a fastener, and a first securing member. The first half and the second half connect to each other and are extendable between at least two of the pedestals. The second half is sized to receive the first half therein in a telescoping manner. The fastener connects the first half with the second half, while the first securing opening extends from a bottom surface and is located near a respective end face opposite a juncture between the halves.

Abstract: A beam includes at least three web plates that are connected to a bottom flange and top flange.

Abstract: A concrete form is disclosed and can include an elongated body having a length and a width. A cross-section of the elongated body perpendicular to the length can include a closed, box-shaped main body having an upper wall, a lower wall opposite the upper wall, a first sidewall extending between and connecting the upper wall and the lower wall, and a second sidewall opposite the first sidewall and extending between and connecting the upper wall and the lower wall. A lower extension can extend from the main body portion in a first direction beyond the lower wall and an upper extension can extend from the main body portion in a second direction opposite the first direction beyond the upper wall.

Abstract: Brace devoid of joints or welds for reinforcing a tube, such as the roller tube of an awning, the brace being formed from a pair of elongate metal strips mounted to each other along their respective longitudinal central portions, the edges of each strip forming integral feet at angles with respect to the strip, and the strips extending substantially radially from the mounted central portions to engage the interior of the tube at the feet.

Abstract: A furring channel framing member for use with joists or studs of a structural support framework for a wall or ceiling includes one or more creases placed specifically to provide a location for curvature of the framing member. In some cases, the one or more creases may establish a flex joint that permits hand-bending of the framing member about such flex joint to create a desired curved configuration for the furring channel framing member. The creases may also or instead placed at pre-determined intervals in a manner that, through the creases themselves, establish a curvilinear configuration of the framing member.

Abstract: The present invention has an object to enhance drainage of a rack in a case where a single-lip channel steel bar is used as a transverse beam or/and a longitudinal beam and a flat-plate-like solar panel module or the like is placed on the transverse beam. The single-lip channel steel bar of the present invention, which serves as a transverse beam and a longitudinal beam, includes a second side plate formed on one side portion of a channel steel bar body. The second side plate is formed only of a flat plate formed at a right angle or a non-right angle with respect to a back plate.

Abstract: Techniques for building construction using fabricated timbers. In one example, such timbers are fabricated using conventional 2× (two-by) lumber to produce a square log appearance. These fabricated timbers are stacked to form outside and/or inside walls. The fabricated timbers and walls are configured to sustain desired vertical and lateral loads anticipated of a building such as a cabin, home, garage, barn, office building, or the like. A building constructed using such timbers appears to be built of square logs. Fabricated timber construction, as compared to conventional log or stick-frame construction, provides the appearance of high-quality log construction at a far lower cost, with higher R-values and appraised values, and is also far lower in cost and much simpler than conventional stick-frame construction.

Abstract: Provided with is a partitioning device comprises a first fixture including a first base beam and a pair of first skirt extending upward. A second supporting fixture includes a second base beam which is distant horizontally to the first base beam and a pair of second skirt extending upward thereof. The second skirt is distant to the first skirt. A partitioning board is spanned over the first and second fixtures, and has a main board with a third and fourth skirts extending downward and inward thereof with a slightly tilted first and second angles. Wherein when the partitioning board is interengaged with the first and second fixtures, the first skirt will engage with the third skirt, and the second skirt will engage with the fourth skirt. By the provision disclosed above, the first and second fixtures are securely interengaged with the partitioning board. The overall structure is strong and reliable.

Abstract: An adhesively joined laminated structure comprising layers of flat elongated members, at least a first member of which comprises wood and at least a first surface of the first member being treated with a preservative chemical. A recess may be provided in the first surface of the first member to improve preservative chemical absorption.

Abstract: An insulated wall stud for reducing the energy loss via a wall stud. The insulated wall stud generally includes a first board, a second board, a plurality of brackets attaching the first board to the second board defining a space between thereof, and insulation material positioned between the boards within the space. The insulation material increases the thermal resistance of the wall stud.

Abstract: 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.

Abstract: A profiled part, for use, in particular, within an aircraft or spacecraft, the profiled part comprising at least one hollow profiled part portion and a T-shaped and/or L-shaped profiled part portion.

Abstract: In one aspect, a metal construction member can include at least two metal strips. Each metal strip can have a continuous nonlinear pattern along one lengthwise edge of the strip, where the continuous nonlinear pattern can include a plurality of repeating units. Each repeating unit can include at least one joining region, which can protrude away from a lengthwise axis of the metal strip. At least one of the metal strips can be joined to at least one other metal strip at a plurality of adjacent joining regions.

Abstract: A frame member is provided for a structure. The frame member includes a generally flat, elongated first surface having an elongated slot therein extending along an axis. The slot is defined by first and second converging sidewalls lying in corresponding planes which are at acute angles to the first surface. A first diverging outer abutment wall is generally perpendicular to the first converging sidewall and a second diverging outer abutment wall is generally perpendicular to the second converging sidewall. A first diverging inner abutment wall is generally perpendicular to the second converging sidewall and a second diverging inner abutment wall is generally perpendicular to the first converging sidewall.

Abstract: Structural building components and a method of constructing the same enable improved beams that can be constructed at a place of use. The method includes providing a first flange (16) and a second flange (18) defining a central beam axis (55). A number of separately formed web sections (12) are provided, each having two convergent side walls (42) and a central wall (40) extending between converging ends of the side walls (42). The web sections (12) are arranged side by side in an alternating arrangement wherein the central walls (40) of adjacent web sections (12) are spaced substantially parallel to each other and are transversely staggered relative to the central beam axis (55). The side walls of adjacent web sections (12) are connected to one another, and the web sections (12) are connected to both the first flange (16) and second flange (18).

Abstract: An exemplary embodiment includes a wood hybrid light pole with an internal wireway for electrical wires and a base with anchoring bolts and space for electrical connections.

Abstract: A framework system for buildings and other structures having a plurality of structural columns each having a wall structure of generally circular cross-sectional configuration defining an internal chamber and having a number of pairs of elongate external undercut grooves extending the length of the column and defining internal elongate grooves also extending the length of the column. Structural framework members extend between adjacent ones of the structural columns and define opposed ends. Gripper members are mounted to the ends of each of the structural framework members and each have a pair of spaced hook-like lateral retainer flanges disposed in retaining engagement within the elongate external undercut grooves. A structural member extends the length of the internal chamber and has radially oriented structural flanges each being received within one of the internal elongate grooves.

Abstract: A pre-fabrication of a modular reinforcement cage for high-rise concrete construction is provided. The primary vertical bars, often referred to as the longitudinal bars, are held in formation by a set of templates that are manufactured to the design of the construction. These templates ensure accurate placement of the vertical bars and provides great rigidity for the module when being placed in the field. The main vertical bars can have thread-like deformations along the length of the bar, and are locked in place by use of compatible hardware against the templates. Multiple modules can then be stacked and coupled by use of mechanical couplings as construction continues.

Abstract: A pre-fabrication of a modular reinforcement cage for high-rise concrete construction is provided. The primary vertical bars, often referred to as the longitudinal bars, are held in formation by a set of templates that are manufactured to the design of the construction. These templates ensure accurate placement of the vertical bars and provides great rigidity for the module when being placed in the field. The main vertical bars can have thread-like deformations along the length of the bar, and are locked in place by use of compatible hardware against the templates. Multiple modules can then be stacked and coupled by use of mechanical couplings as construction continues.

Abstract: An interlocking decorative trim system has a backing strip and a cover strip interlocked together. The backing strip has a top, a bottom, a back face, a front face, a tongue extending from the top, and a projection adjacent the bottom and extending away from the front face. The front face has a recess and the projection has a slot. The cover strip has a top, a bottom, a front face, a back face, a tab extending from the bottom, and a second projection adjacent the top and extending away from the front face. The back face has a recess and the second projection has a groove. The tongue of the backing strip fits inside the groove of the cover strip and the tab of the cover strip fits into the slot of the backing strip.

Abstract: A light steel structural stud includes a web portion, a pair of flanges and a pair of flange lips. The web portion has a web face and sides. The pair of flange portions each extend generally orthogonally from each side of the web portion. Each flange portion is in a plane that is generally parallel to the plane of the other flange portion. Each of the flange portions has a flange face. The pair of flange lips each extend generally orthogonally from each of the flange portions and are generally parallel to the web portion. Each flange lip has a double thickness and at least a portion of each flange portion has a double thickness.

Abstract: A device and method for providing a support for framing an opening. The device comprises generally a first stud, a second stud, and a connector to form a jamb stud connection assembly. Each of the first stud and the second stud comprises a web, a pair of flanges, and a pair of returns. The connector comprises an elevation, a pair of side flanges, and a pair of terminal flanges. The first stud and the second stud are secured together by the connector such that the elevation of the connector is flush with and attached to the web of the first stud, and the terminal flanges of the connector are flush with and attached to the web of the second stud. The jamb stud connection assembly may be vertically installed inside a wall adjacent to the opening.

Abstract: The invention relates to a thin-walled, cold-formed profile element, in particular a structural profile, for example a drywall construction, facade, plaster, screed, tile or cable carrier profile or a shelf or drain rail. The profile element has an elongated profile body, in particular metallic or consisting of plastic, in which a multiplicity of openings is formed. The profile body comprises at least two separately constructed longitudinal sections, each longitudinal section comprising a serpentine longitudinal edge. The longitudinal sections each comprise an elongated section and a plurality of connecting sections projecting laterally beyond the elongated section, which are bordered by the serpentine longitudinal edge. The connecting sections of the one longitudinal section face the connecting sections of the other longitudinal section and are in each case welded to the latter edge to edge or joined to one another along curved abutting edges.

Abstract: A light steel roof truss with a structure of a double continuous beam includes structural beams (1) and structural columns (2). The structural beam (1) consists of a pair of continuous beams, and the structural column (2) is located between the two continuous beams through locating holes (4). Thereby the stability of a support structure of the roof truss is increased, and the supporting members of the roof truss can be connected conveniently.

Abstract: A metal stud including first and second metal panels defining first and second flat surfaces with longitudinal edges each turned inwardly away from the flat surfaces. The first and second panels are positioned in parallel spaced apart relationship with the first flat surface and the second flat surface being outwardly directed relative to each other. An angular metal coupling element includes a continuous length of metal material periodically bent in opposite directions. The coupling element is positioned between the first and second panels and bent to periodically and alternately contact the first and second panels at contact points. The coupling element is fixed to the first and second panels at the contact points by spot welding or the like.

Abstract: An object of the invention is to propose a tubular structure and a wind turbine generator in which work on an outer surface of the tower structure can be performed easily. A tubular structure comprises: a plurality of tubular sections 21 that are stacked one on top of another in a vertical direction, the adjacent tubular sections 21 being joined together with use of a splice plate 22 arranged on at least one of an inner surface and an outer surface of abutting ends of the adjacent tubular sections 21 and a fastening member 25 fastening the splice plate 22 and the adjacent tubular sections 21; an opening for operation 26 which is arranged in a vicinity of the splice plate 22 on a circumferential surface of the tubular sections 21; and a reinforcing rib 28 arranged in the vertical direction on the circumferential surface of the tubular sections 21, wherein a vertical position of the reinforcing rib 28 includes at least a vertical range where the opening for operation 26 is arranged.

Abstract: A beam-like structural component (2) made up of individual parts connected to each other, comprising at least one flange (9) and at least one web (1), which structural component is easy to produce and exhibits high load-bearing capacity and torsional rigidity, is characterized in that the web (1) is formed by web members (6) extending transversely to the longitudinal extension of the web (1), with web members (6) forming a linear longitudinal area (4, 5) extending across the length of the web (1) and with, in each case, two adjacent web members (6) extending toward different narrow edges (7, 8) of the flange (9) starting from the longitudinal area (4, 5) of the web (1) so that one web member (6) rests against the flange (9) with one side of the web (1) and the adjacent web member (6) rests against the flange (9) with the opposite side of the web (1) and the web members (6) exhibit the shape of an “S” (FIG. 1E).

Abstract: A beam for a measuring machine is constituted by a plurality of extruded beam elements, which are set alongside one another and welded together so that each forms a portion of the cross section of the beam itself; the beam elements and the beam have a hollow section shaped like an equilateral triangle.

Abstract: A hollow flange channel beam has a planar web with a pair of narrow rectangular cross-section flanges extending along opposite sides of said web and extending perpendicular to a face of said web in the same direction. The section capacity is optimized when Wf=(0.3)Db, Wf=(3.0)Df and WF=(30)t.

Abstract: A frame extender for attachment to a stud is formed as an L-shaped body having two orthogonal legs, a short leg and a long leg. The short leg serves as a mounting surface to which a wall surfacing material can be attached, while the long leg is fastened to the stud. The long leg terminates in an outer edge which preferably has a toothed profile. An indexing mark is provided on the long leg, extending parallel to the short leg and spaced apart therefrom, and substantially traversing the long leg. The indexing mark is preferably provided by a discontinuity in the surface of the long leg that is placed against the stud. A preferred method for fabricating the frame extenders uses stock that can be pressed or extruded, and which is cut along a serpentine path to form a pair of frame extenders.

Abstract: A flexible wrap of rotatably interlocking fluted strips is provided. The fluted strips may have similarly shaped cross-sectional areas and be rotatably interconnected with one another such that the flexible wrap may be wrapped around an object. One end of a fluted strip may have a socket means for rotatably interlocking with an adjacent fluted strip. The socket means may have a circular inner diameter and two curved arms with an opening between their ends. The opposite end of the fluted strip may have a ball means for rotatably interlocking with another adjacent fluted strip. The ball means may have a circular outer diameter sized to slide into the circular inner diameter of the socket means of an adjacent fluted strip, and an arm sized to slide between the opening of the curved arms, during assembly. One fluted strip may be designed to join in the middle to facilitate wrapping.

Abstract: A curved beam of fiber composite material. The beam includes a first flange curved in a longitudinal direction, a second flange curved in a longitudinal direction and having a greater longitudinal extent than the first flange, and a web curved in a longitudinal direction and extending between the first flange and the second flange. The beam includes a fiber composite laminate including layers of fibers having different fiber directions, wherein a fiber density per unit of area of the second flange is lower than a fiber density per unit of area of the first flange, and wherein the first flange, the second flange and the web are seamless, continuous, and unfolded in a longitudinal direction.

Abstract: A stud for a partition or wall has at least two frame members coupled together by a compliant member formed from a material that increases resilience between the frame members. The coupled frame members form a stud for the partition. The partition has a first stud with rigid first frame members coupled together by the compliant material. A second stud is joined to the first stud to form a frame. The second stud rigid second frame members are coupled together by the compliant material. Boards are joined to the frame on opposite sides thereof to form the partition.

Abstract: A modular tower structure is described herein. The modular tower uses a cost-effective, efficient design that reduces the amount of steel necessary for tower structures for wind turbines. The modular tower is constructed from sections. The sections are constructed from panels. The panels comprise a curved or arcuate shape. The panels include vertical edges and horizontal edges. A vertical connection connects or secures the panels at the vertical edges of the panels and forms the sections. The sections have a generally circular shape. The vertical connection includes an interior vertical friction plate positioned over a seam or gap between adjacent panels and an exterior vertical friction plate positioned over the seam or gap between adjacent panels. A horizontal connection connects or secures the sections at the horizontal edges of the panels.

Abstract: A structural element for use in forming a structure, that includes first and second longitudinal members that extend between opposite ends of the element. The longitudinal members have inward and outward faces, and a pair of side faces extending between the inward and outward faces. The element includes first and second lateral members that extend between the first and second longitudinal members. The first and second lateral members each have an outer surface. The outer surface of the first lateral member is substantially flush with a side face of each longitudinal member to form a substantially planar surface extending across substantially an entirety of a first side surface of the element. The outer surface of the second lateral member is substantially flush with a side face of each longitudinal member to form a substantially planar surface extending across substantially an entirety of a first side surface of the element.