Abstract: A fuselage for an aircraft includes a pressure deck assembly extending along a roll axis of the fuselage. The pressure deck assembly includes longitudinal beams and a pressure deck. The longitudinal beams extend lengths along the roll axis of the fuselage. The pressure deck extends between the longitudinal beams along the lengths of the longitudinal beams. The pressure deck is compliant along a pitch axis of the fuselage. The fuselage includes a bulkhead extending along a yaw axis of the fuselage. The bulkhead is joined to the pressure deck assembly at a corner joint. The fuselage includes a compression chord extending a length along the pitch axis of the fuselage. The compression chord is joined between the pressure deck assembly and the bulkhead at the corner joint such that the compression chord extends on an outside of the corner joint.

Abstract: A structural grid support system adapted for transferring seismic loads to the vertical structural supports of a modular structure. The system includes larger and longer high load capacity main runners with mechanically fastened cross tees, which transfer seismic forces without failing. The structural grid can provide a diaphragm using mechanically fastened connections in a single horizontal plane without requiring additional overhead support from the roof deck, or requiring fewer such supports. The main runners may include additional connecting elements disposed within the usable space beneath the runner (e.g., ventral threaded receivers) for attaching deployment-specific equipment or hardware, such as network cable trays.

Abstract: A first embodiment of an aluminium extrusion framing system (10) comprises a first wedge member (12) and a second wedge member (14) made of resilient material for securing and sealing a panel (16) in the framing system. The framing system (10) also comprises an aluminium extrusion (20) having a channel (22) adapted to receive an edge of the panel (16) therein. A first side wall (24b) is formed with a first elongate retention means (28) extending the full length of the extrusion (20) for receiving the first wedge member (12) in connection therewith. A removable cover plate (30) is adapted to be secured to the extrusion (20) and received in close proximity to a top edge of the first side wall (24b) of the channel (22) whereby, in use, when the panel 16 is installed in the channel 22 with the first wedge member (12) received in connection with the first retention means (28), the first wedge member (12) is substantially concealed when the removable cover plate (30) is secured to the extrusion (20).

Abstract: A fire-rated receiver channel includes at least one intumescent or other fire-resistant material strip. The receiver channel can nest with a framing member, such as metal tracks, headers, header tracks, sill plates, bottom tracks, metal studs, wood studs or wall partitions, and placed at a perimeter of a wall assembly to create a fire block arrangement. In other arrangements, a track assembly includes two nested tracks, an inner track and outer track. The assembly is designed so that the outside width of the outer track is equal to or less than the outside width of the inner track to present a substantially flush external surface for attachment of exterior sheathing elements when the assembly is used in an external wall.

Abstract: A blank that is a material for an elongated press formed article having a substantially hat shaped lateral cross-section profile including a top plate section, a ridge line section, a flange section, and vertical wall section, and configured with a first portion in which the top plate section has a fixed width, and a second portion including a curved portion in which the top plate section exhibits an L-shape in plan view due to the vertical wall section, the ridge line section, and the flange section curving along with the width of the top plate section gradually increasing. The blank has a shape of an opened-out shape of the press formed article, additionally with a first recess, a protrusion, and a second recess provided to an edge of an excess portion additionally provided at an edge of a location that will form the flange section configuring the curved portion.

Abstract: A scaffold apparatus may have a saddle with a platform and two sides extending above the platform. The saddle may support one or two beams.

Abstract: This unique modular flooring system with system scaffold understructure is an engineered system capable of use with most tent manufacturer's options. The engineered floor is for engineered clear span tents. This unique system transfers the load of the tent, tent frame, scaffold system and floor understructure to the ground through the tent leg. The system is configured so that the stage flooring section does not support the tent, tent frame, tent poles and scaffold system.

Abstract: A system and method for constructing a modular frame structure is provided. The system includes brackets to which structural members can be fastened to form a building frame. Each bracket has between three and six attachment elements positioned at right angles to an adjacent attachment element. A structural member, such as a beam or post, can be fastened to each attachment element to form a moment resisting connection. The brackets are manufactured in standard sizes and configurations so that a set of brackets can be used to construct a modular frame structure of a desired size and configuration.

Abstract: An attic flooring and storage system for laying out a support floor in an attic or other framed structure, the system comprising a number of support brackets with a mounting saddle including at least one mounting guide for removably suspending the brackets over a joist type member while disposing the upper surface of at least one laterally projecting support wing to support and align a flooring panel with at least one angular brace constructed to transfer bending forces about a joint between the support wing and the adjacent mounting guide to the joist.

Abstract: A packaging section of a tablet packaging device includes: a placement base of a tray; a drawer storing the placement bas; a carrier provided with compartments corresponding to the storage concave portions of the tray; a drive device of the carrier; a shutter opening/closing; a bottom of the carrier; and an opening/closing device of the shutter. The drive device performs a step of defining a tablet discharge position on the tray as an original position and returning to the original position through a tablet reception start position and a tablet reception end position which are set below a discharge opening. A step of sequentially moving each compartment of the carrier below the discharge opening from the tablet reception start position to the tablet reception end position during the step to receive one tray of tablets is performed. When the carrier returns to the discharge position, the shutter is opened.

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 structural units. The units are then welded together to provide structural 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: A grid runner and method of its manufacture that saves material content with use of a serpentine sheet metal web configured to be essentially scrapless and that results in a parallel chord truss-like construction with open spaces between an upper reinforcing bulb and a lower flange.

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 structural framing member comprises a web flanked by a pair of flanges. The flanges may extend generally perpendicularly from the side edges of the web. In some embodiments, the web may comprise a plurality of evenly-spaced embossments positioned along the centerline of the web. The embossments may be diamond shaped. The web may further comprise one or more longitudinally extending offsets that extend along the length of the web. Each flange may comprise a plurality of evenly-spaced longitudinally extending stiffeners. The longitudinally extending stiffeners may be spaced approximately ?? (0.953 cm) apart from each other. In some embodiments, each flange may further comprise a free end, which is bent inwardly to form a return lip along the length of the flange. The return lip may extend generally perpendicularly from the flange and generally parallel to the web. The structural framing member may comprise a stud, track member, or other framing member.

Abstract: A structural element comprising a web, a pair of substantially oppositely directed flanges projecting outwardly from respective ends of the web, wherein the web comprises two or more channels formed therein, and wherein at least two of the two or more channels project into the web in opposed orientation to one another.

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 structural units. The units are then welded together to provide structural 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: One of the major structural components in a space frame tower is the tower leg. A novel and nonobvious tower leg structure is provided which provides significant advantages and benefits over previously available structures.

Abstract: The invention provides a stiffening element, in particular for a shell component of an aircraft or spacecraft, which has a stiffening profile part and a foot part. The stiffening profile part is in this case composed of a lightweight metal material, and the foot part is composed of a material which is highly resistant to corrosion. A method is also provided for production of a stiffening element, in particular for a shell component of an aircraft or spacecraft. A stiffening profile semi-finished product is first of all produced from a lightweight metal material, and a foot part is produced from a material which is highly resistant to corrosion. The foot part and the stiffening profile semi-finished product are then integrally connected. The stiffening profile semi-finished product together with the foot part is then subjected to machining to form an intended shape for the stiffening element.

Abstract: A cold formed metal stud is provided for commercial and residential construction applications. The metal stud of the present invention is suitable for use in both composite and non-composite applications. The metal stud of the present invention includes an intermediate web, a first flange and a second flange. Each of the intermediate web, first flange and second flange can include a number of different features that can enhance the structural and heat transfer characteristics of the metal stud.

Abstract: An elongated purlin for use in roof structures includes an elongated mounting wall designed to be mounted to and supported on roof beams, an upright wall affixed to the mounting wall and extending longitudinally approximately the length of the mounting wall, and first and second horizontally outwardly opening channels affixed to the upright wall and extending approximately the length of the upright wall. The first and second channels open outwardly in opposite directions and each of the first and second channels is designed to receive an edge of a solar panel or roof section engaged therein.

Abstract: The present invention provides a lath furring strip having a height not exceeding 0.365 inches which has a flexible elastic water resistive barrier (e.g. rubber) to minimize water seepage from the plaster on the lath to a structure behind the lath furring strip and a hemmed mounting leg to increase the strength of the mounting leg near the lath attachment hole. By incorporating a flexible elastic water resistive barrier into the lath furring strip, when the flexible elastic waterproof barrier on the lath furring strip is squeezed by the force of a screw or nail that secures the lath furring strip to a sheathing or moisture barrier (such as building paper), any holes in the sheathing or moisture barrier which might have allowed water to seep from the plaster to the sheathing will be sealed due to the properties of the flexible elastic water resistive barrier covering those holes.

Abstract: In one aspect, an apparatus for manufacturing a framing member can include a translation path for transporting a metal sheet. The translation path can include a translation axis, a first set of rollers, which can include a plurality of first bottom rollers and a plurality of first top rollers, the first set of rollers can have a first centerline, and a second set of rollers, which can include a plurality of second bottom rollers and a plurality of second top rollers, the second set of rollers can have a second centerline, line, where the first centerline and the second centerline can extend away from the translation axis at an angle in the direction of translation.

Abstract: A unit structural member 20 for building utilizes an M-shaped channel 1 which includes a center U-shaped channel section 2 and right and left U-shaped channel sections 6, 5 continuously formed to share right and left side plates 4, 3 of the center U-shaped channel section 2. A channel trench 7 of the center U-shaped channel section 2 and respective channel trenches 9, 8 of the right and left U-shaped channel sections 6, 5 are opened in opposite directions. The unit structural member 20 for building is constituted with a pair of longitudinal beams 15 formed of long pieces of material of the M-shaped channel 1 in parallel at an established distance and a number of lateral beams formed of short pieces of material of the M-shaped channel 1 in parallel laterally between the parallely-arranged longitudinal beams 15 at established distances in the longitudinal direction of the longitudinal beams 15.

Abstract: A pressure fuselage of an aircraft or a spacecraft includes at least two fuselage sections disposed longitudinally along the fuselage; at least one pressure calotte disposed in the fuselage so as to form a pressurized area; and an arcuate frame profile having a Y-shaped cross-section with a long profile leg connected to at least one of the at least two fuselage sections and a short profile leg extending at an acute angle from the long profile leg toward an inside of the at least two fuselage sections and attached to the at least one pressure calotte.

Abstract: The invention provides systems and methods for splicing solar panel racks. Solar panel racks may include one, two, or more solar rack sections that may be connected to one another with an internal splice. The internal splice may internally support the adjoining solar racks. The solar rack may be secured to a support surface using one or more feet. The solar panel racks may be configured to support the weight of one or more solar modules. One or more solar module securing component may be used to secure the solar modules to a solar rack surface.

Abstract: Each one of the runners of the suspended ceiling system has a base with two laterally opposite flanges for supporting ceiling tiles. A web can be hingedly connected to the base between the flanges. The runners can be suspended from above using cable fasteners which lockingly engage with apertures provided in the runners.

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: A light-weight metal stud and method to produce a light-weight metal stud may include forming a pair of channel members each having a respective major face having a respective first edge. Each member includes first and second flanges extending along the respective major face. A wire matrix includes a pair of wires each having apexes alternatively physically attached to the pair of channel members. The wire matrix forms longitudinal passages to support utility lines and position the lines away from the pair of channel members. The apexes are secured to flanges of the pair of channel members to strengthen the stud and reduce weight.

Abstract: A deformable guide for partitions in general includes a plate strip that is die cut, cut and bent to form a U and that has continuous sections alternating with sections provided with cuts and holes. Each section with cuts and holes is provided at least with cuts and holes that are orthogonal to the edge of the plate strip and suited to divide such section into portions, wherein those portions are bent with respect to each other to form a 115° angle.

Abstract: The present invention relates to a pi truss structure. A pi truss structure, in which a bracing part is coupled to a coupling groove defined on the inside of each upper and lower pi parts, respectively, and wherein web members having two rows of the pi parts are disposed and coupled so as to face each other at a right angle within a plate-shaped flange member, and the coupling groove having a shape is defined inward in the lengthwise direction. Also, one side of each of the web members is disposed on the flange member, the other side being bent outward so as to form a reinforcing flange part. The coupling grooves of the upper and lower pi parts are disposed facing each other so as to couple coupling members to the coupling grooves, respectively. Also, the bracing part is coupled to the coupling members.

Abstract: A high strength bamboo I-beam is provided comprising a bamboo web formed from bamboo boards formed by splaying, pressing and planing bamboo culm and having flanges laminated to the top and bottom of the web. The I-beam flanges each comprise a laminated bamboo flange element on either side of the web portion wherein the top and bottom edges of the web portion are flush with the top and bottom flanges of the I-beam. The flange elements are formed from laminated strips of splayed, pressed and planed bamboo culm. The I-beam is bonded with non-formaldehyde adhesives. Orientation of the high fiber cortex regions of the bamboo boards imparts structural characteristics to the beam. The bamboo I-beam provides a lightweight, low cost, high strength, and fire resistant load bearing construction component.

Abstract: Structural components are traditionally made by rolling or extruding to define a desired shape. Such processes lead to extra costs and inflexibility with regard to custom design. By providing a structural component comprising plates having edges extending regularly in a cruciform appropriate structural components can be provided. The plates are secured together through lock tabs passing through lock apertures and twisted into locking engagement. Either side of the locking tabs respective orientation tabs are provided to engage orientation apertures to facilitate local stability in the plates for robust locking location. Components can be formed from sheet materials and the outer profile of the components specifically shaped for particular requirements.

Abstract: Tower structures of wind power installations having a height of more than 80 meters have a mast structure with corner posts composed of sub-profiles. The corner posts are each formed a sub-profile A and a sub-profile I which are not integrally connected to one another. The sub-profiles together form a closed overall profile. Separating joints of the closed overall profile are arranged aligned with corresponding separating joints of an adjacent corner post which is connected to struts.

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: A precast composite flooring system utilizes girders and floor panels having steel lower structures placed in tension and concrete upper structures places in compression. Openings through a stem wall allow ducts, pipes, and conduits to be run therethrough. The system provides reduced weight over conventional precast or pour in place systems, allowing further reduction in the weight and size of other building components. The floor deck does not use tensioning strands, allowing openings to be formed at nearly any stage of construction and with reduced concern over cutting steel reinforcement. The floor panels and girders bolt together and bolt to a steel column frame, allowing for more efficient assembly.

Abstract: A wall standard designed to attach to standard steel construction studs with self-tapping framing screws in the front and on the side of the device at predetermined spacings.

Abstract: An adjustable stud adapter is configured to attach to a stud. The adjustable stud adapter includes a front surface, a side surface substantially perpendicular to the front surface, and a first positioning slot and a second positioning slot formed on the side surface. The first and second positioning slots have an elongated shape and are substantially parallel to each other.

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 structural units. The units are then welded together to provide structural 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: In one aspect, an apparatus for manufacturing a framing member can include a translation path for transporting a metal sheet. The translation path can include a translation axis, a first set of rollers, which can include a plurality of first bottom rollers and a plurality of first top rollers, the first set of rollers can have a first centerline, and a second set of rollers, which can include a plurality of second bottom rollers and a plurality of second top rollers, the second set of rollers can have a second centerline, line, where the first centerline and the second centerline can extend away from the translation axis at an angle in the direction of translation.

Abstract: A shielding assembly comprises a pair of opposite first sidewalls, a pair of opposite second sidewalls, a pair of opposite first covers, a pair of latching portion and a pair of opposite second covers. The first sidewalls and the second sidewalls are connected with each other to collectively form a hollow frame. The first covers are resiliently connected to the first sidewalls, respectively, and suitable to be bent to collectively cover the hollow frame. The pair of latching portions extend the first covers and are bent perpendicular to the first covers, respectively. A pair of gaps are defined respectively on two tail ends of each of the latching portions. The second covers are resiliently connected to the second sidewalls, respectively, and are bent to cover on the first covers and latched in corresponding gaps.

Abstract: Grid members, namely a runner (10) and wall angle (400) for suspended ceiling grids, are disclosed. Certain embodiments of the runner and the wall angle have two web portions (28, 30) and at least one distinct indent portion (62) to define a space between the web portions. An adhesive (56) may be disposed within one or more of the indent portions (62) to adhere the two web portions (28, 30) to each other. Certain embodiments of the runner or wall angle have flange portions (32, 34) that may have indent portions as well. One or more of these indent portions may contain adhesive. Some embodiments of the runner or wall angle have overturned cap portions on the flange portions, and an adhesive may be placed between the overturned cap portions and upwardly facing surfaces of the flange portions.

Abstract: A fire-rated receiver channel includes at least one intumescent or other fire-resistant material strip. The receiver channel can nest with a framing member, such as metal tracks, headers, header tracks, sill plates, bottom tracks, metal studs, wood studs or wall partitions, and placed at a perimeter of a wall assembly to create a fire block arrangement. In other arrangements, a track assembly includes two nested tracks, an inner track and outer track. The assembly is designed so that the outside width of the outer track is equal to or less than the outside width of the inner track to present a substantially flush external surface for attachment of exterior sheathing elements when the assembly is used in an external wall.

Abstract: An upper chord bearing joist comprising a top chord member and a bottom chord member, each having a flange portion and a web receiving portion including two web receiving tabs, each made from a unitary piece of metal; a generally planar steel web, a portion of the web being attached to the top chord member and to the bottom chord member, wherein a top portion of the web is between the two web receiving tabs of the top chord member and a bottom portion of the web is between the two web receiving tabs of the bottom chord member; and a first and second pair of support members, each support member including a shoe portion, a web attaching portion, and an angled portion, the web attaching portion being attached to the web receiving tabs and the angled portion being in contact with the web. The joist may be cambered, have reinforcement stiffeners, and have a rotatable joint at either end. The joists may be used in composite with concrete or with wood.

Abstract: An L-profile shaped element is formed as a monolithic piece, and the L-profile shaped element includes a first and a second leg, wherein the legs are arranged to have substantially the same thicknesses, at least one edge of each leg is provided with joint parts functioning in the substantially same manner, and the element is turnable to a desired position. In addition, the invention relates to the use of the L-profile shaped element and to a method for installing L-profile shaped elements.

Abstract: A wind turbine installation is provided. The installation includes a wind turbine tower or tower section, a receiving part of a wind turbine foundation installation, connection means suitable for connecting the wind turbine tower or tower section to the receiving part, whereby a lower end of the wind turbine tower or the tower section is flange-less.

Abstract: A roll-formed grid runner comprising a sheet metal strip folded into an upper hollow single wall reinforcing bulb, a double wall web below the bulb, a channel extending laterally from both sides of a lower end of the web to a bend and upwardly from the bend to a panel supporting elevation, the bend on each side of the web existing at a longitudinally extending score line where a thickness of the strip is locally reduced.

Abstract: A steel joist member for use in supporting floor structures giving great strength and convenience and improved acoustical performance having a web defining edges, first and second side surfaces and an axis, a edge wall on at least one edge, main openings through the web at spaced intervals therealong, with rounded ends and parallel linear sides, channel portions of the web displaced from the main openings remaining attached integrally to the web by right angle bend lines formed on the first side surface of the main opening along axes parallel to the web axis, and forming reinforcing channels alongside the opposite sides of the main opening. Also disclosed is a composite joist member made up of two such joist members joined together back to back with their openings in registration. Also disclosed is a rim member for supporting the composite joists to form a floor structure. Also disclosed is a method of making such a floor joist member.

Abstract: A reinforcement device for a lateral buckling stress installed on an angle-type steel member so as to be attachable and detachable therefrom without power-off of a power line tower, preparation and disassembly of members in order to prevent lateral buckling and accidental torsion. The reinforcement device includes an accommodation unit for surrounding a steel member, first and second cover units connected to the accommodation unit and formed to cover the steel member, and a fixation member for fixing the first and second cover units.

Abstract: An insulative metallic channel for supporting a construction assembly and resisting heat transfer includes an elongated web and at least one flange. The flange includes two ridges along the length of the flange and an inwardly-bent portion of the flange between the two ridges. The inwardly-bent portion extends between the two ridges approximately the entire width of the flange. An insulative material substantially fills the inwardly-bent portion of the flange.

Abstract: A structural element comprising a web, a pair of substantially oppositely directed flanges projecting outwardly from respective ends of the web, wherein the web comprises two or more channels formed therein, and wherein at least two of the two or more channels project into the web in opposed orientation to one another.