Abstract: A wind turbine generator tower is configured by arranging and connecting a plurality of approximately cylindrical tower sections in their axial direction. Each of the tower sections includes an approximately cylindrical tower section main body, and a plurality of approximately flat-plate protruding parts that are formed so as to protrude along the axial direction at at least an axis-wise end portion of the tower section main body on an outer circumferential surface and/or an inner circumferential surface of the tower section main body. The plurality of tower sections are connected when the protruding parts of one of the tower sections and the protruding parts of another one of the tower sections are friction-jointed with fastening means.

Abstract: A multilayered netlock girder system is disclosed. The system includes a plurality of brace members positioned in a predefined multilayered network pattern, whereby positioning the plurality of brace members in the predefined multilayered network pattern enable to form a rigid network between at least two chord members comprising a plurality of insertion provisions for enabling a secured insertion of the plurality of brace members into the at least two chord members, a plurality of structural interlocks formed as a result of predefined multilayered network pattern configured for a secured interlocking of the plurality of brace members together at the plurality of interlockable junctions.

Abstract: A mechanical header is provided for spanning a corridor in a building and for hanging mechanical equipment therefrom. The mechanical header includes a first angle member comprising a first horizontal portion and a first vertical portion, where the first horizontal portion extends away from the first vertical portion in a first direction. The mechanical header further includes a second angle member comprising a second horizontal portion and a second vertical portion, where the second horizontal portion extends away from the second vertical portion in a direction opposite the first direction. A spanning beam is coupled to the first vertical member and to the second vertical member. The first horizontal portion is configured to rest on top of a first wall structure, and the second horizontal portion is configured to rest on top of a second wall structure, such that spanning beam spans the corridor and hangs just at or below the level of the top of the first and second wall structures.

Abstract: A structural, energy absorbing composite element for aircraft structures includes a metallic or nonmetallic skin shell with a porous filler material insert positioned within the skin shell. The porous filler material is a material having ligaments that collapse resulting in a densification of the porous filler material in response to impact loading or a compression force sufficient to cause failure of the combined assembly.

Abstract: A building framework includes plural column assemblies interconnected by plural full-length beam assemblies, with the union of the column assemblies and beam assemblies forming beam-to-column joint assemblies according to this invention. The column assemblies include pairs of side plates spanning the column members of the column assemblies and projecting toward another column assembly of the plurality of such column assemblies. The full-length beam assemblies include beam members for being received between column assemblies to be interconnected and defining an end gap with respect to each column member. Additionally, the full-length beam assemblies include at each opposite end portion thereof a pair of cover plates, including an upper cover plate and a lower cover plate, which cover plates are sized and configured to be united with the side plates of a column assembly, as by welding applied at a construction site.

Abstract: It is desired to make a shock absorbing structure small in size. The shock absorbing structure includes a beam-like structural member having a concave section; and a shock absorbing member, one end of which is arranged in the concave section to abut to the structural member and the other end of which is arranged outside the structural member. Even in a case of a dead stroke when the shock absorbing member is bottomed out, the concave section overlaps with the structural member supporting the structure, so that there is no wasteful space.

Abstract: In one embodiment, a method of forming a composite material includes drying organic raw material to remove moisture to less than about 18%. The organic raw material is milled to form organic fiber particles having a size less than about 10 mm. A glue is formed by adding magnesium oxide, magnesium chloride, and water. The glue is mixed with the organic fiber particles to form a slurry. A mold cavity of a mold is filled with the slurry. A pattern is formed by allowing the slurry to set within the mold cavity.

Abstract: The present invention relates to support structures including truss assemblies and purlins, the truss assemblies including struts, wherein utilities such as pipes and cables can be contained within the purlins, and can pass through openings in the struts, to thereby be retained by the support structures so as to be hidden from view.

Abstract: A building framework includes plural column assemblies supporting plural beams supporting floors of the building, with the union of the column assemblies and beams forming beam-to-column (or beam-to-column-to-beam) joint connection assemblies according to this invention. The joint connection assemblies inventively include novel features which remarkably and surprisingly improve the distribution of strain and plastic deformation in the joint connection structure when subjected to extreme load challenges to the building structure (as may occur during earthquake, explosion, progressive collapse load conditions, or massive impact.

Abstract: A reinforcing element (10) for structural concrete construction comprising a rod-shaped bar (11) having a cross-sectional enlargement on at least one end thereof. The rod shaped member (11) comprises an elbow portion (12) on said at least one end being embedded in a protection block (15), thereby forming said enlargement. The method for producing the reinforcing element and the corresponding reinforced structural concrete construction are also provided.

Abstract: A fire resistant steel structure (10) comprises a steel beam (14) for receiving a vertical load and a support structure for supporting the horizontal beam (14) at two horizontally spaced locations. At least one fire-resistant tension member (30) has its ends (32, 32?) anchored outside the steel beam (14) in the support structure. It is arranged relative to the steel beam (14) in such a way that when the steel beam (14) is overheated and yields under the vertical load in case of severe fire conditions, it rests on the at least one fire-resistant tension member (30) and is vertically supported by the latter.

Abstract: In a load-bearing construction (1) having at least one load-bearing element (2), the load-bearing element (2) has at least one cavity (5) in which at least one rod (4) is disposed, the total cross-sectional area of all rods (4) each arranged in a cavity (5) being smaller than the cross-sectional area of this cavity (5), and the remaining volume of the cavity (5) being filled with a material (6). The rod (4) is displaceable along its length relative to the load-bearing element (2) when the load-bearing element (2) is deformed, the rod (4) being non-displaceably fixed at only one point relative to the load-bearing element (2) and being designed such that it dissipates energy upon the occurrence of a relative displacement with respect to the load-bearing element (2).

Abstract: An improved building structure and method for making steel frame buildings includes a beam-to-column or beams-to-column joint or connection which is most preferably shop fabricated (as opposed to on-site fabrication) and which offers a considerable savings in both steel requirements (i.e., material savings) and labor to make the joint connection. Also, because material utilization is improved in the connection, the new structure is more resistant to damage by seismic events (i.e., earthquake), by severe weather, and to damage from blast effects (i.e., terrorist attack or accident), than was the prior technology. The improved building structure also mitigates against progressive collapse of the building.

Abstract: A building framework includes plural column assemblies interconnected by plural full-length beam assemblies, with the union of the column assemblies and beam assemblies forming beam-to-column joint assemblies according to this invention. The column assemblies include pairs of side plates spanning the column members of the column assemblies and projecting toward another column assembly of the plurality of such column assemblies. The full-length beam assemblies include beam members for being received between column assemblies to be interconnected and defining an end gap with respect to each column member. Additionally, the full-length beam assemblies include at each opposite end portion thereof a pair of cover plates, including an upper cover plate and a lower cover plate, which cover plates are sized and configured to be united with the side plates of a column assembly, as by welding applied at a construction site.

Abstract: A construction system includes a pair of bi-planar sheets of structural material, each bi-planar sheet having two alternating series of vertical segments, each segment of the series, in horizontal cross-section, defining a planar base parallel to a base of a successive vertical segment of the alternating series of vertical segments, the bases of each segment of the series integrally connected to each other by sidewalls; a pair of longitudinal members, defining in, transverse cross-section, a substantially U-shaped geometry, each longitudinal member being open-ended for horizontally enclosing and securing a portion of each bi-planar sheet of the pair of bi-planar sheets; upper horizontal longitudinal members defining, in transverse cross-section, a geometry of a square, each upper longitudinal member vertically disposed between the pair of bi-planar sheets; and second horizontal longitudinal members defining, in transverse cross-section, a geometry of a square.

Abstract: A panel array support assembly has a lower support joist to which are directly connected panel holding devices or clips. The panel clips are configured so that the length of each clip extends along the length of the lower support joist. The panel clips are preferable configured to have a sliding top arm, which holds the upper edge of the panel, and slides back so that they panel can be placed on a lower holding arm.

Abstract: A method and apparatus for creating a reinforced vertical multi-sided monopole tower for supporting equipment including a multi-sided monopole, a plurality of holes on three equally spaced sides of the multi-sided monopole tower and tower reinforcement apparatus mounted to the holes. The tower reinforcement apparatus includes bolts supporting a first flat bar and a second flat bar on each side of the tower. The upper end of the first flat bar abuts a lower end of the second bar and a plate is bolted over adjacent ends connecting the first and second flat bar such that the first and second flat bars are sandwiched between the plate and a side of the perimeter of the monopole.

Abstract: A rod device that can be erected and retracted into a small amount of space, in which the device is formed of component parts that are flexible and can be rolled up when detached from one another, yet form a rigid assembly when connected to one another.

Abstract: This patent pertains to a platform device upon which a person, equipment or both are supported above a ground surface in which the build-up of debris and moisture is impeded. The sanitary platform system is comprised of two or more main rails having square cross-sections that are on diamond and are side-by-side with a space between the main rails; one or more standard web brackets comprised of a plate, two or more tabs and a perimeter defining an opening for receiving a main rail on diamond which are mounted in spaced-apart relation along the length of each of the main rails; two or more vertical legs supporting each of the main rails above the ground surface, and one or more deck plates welded to the tabs of the standard web bracket.

Abstract: Described herein are methods of improving the durability of concrete by the infusion of the concrete with a low-viscosity oligomeric solution, and subsequent curing of the oligomeric solution to form a high toughness polymer. Also described herein are compositions containing concrete and high toughness polymers, and formed articles made from concrete and high toughness polymers. The methods and compositions are useful for improving the durability of concrete roads and structures, as well as the durability of repairs to concrete roads.

Abstract: A door jamb which is flush with the wallboard. Also a door jamb which provides a pocket into which wallboard fits. The preferred embodiment of this invention comprises a central web having a first surface a second surface, a first side and a second side, with a first right triangular section at the first side and a second right triangular section at the second side. The adjacent leg of the first right triangular section is in line with the second surface and the opposite leg of the first right triangular section projects away from the first surface. Further the adjacent leg of the second right triangular section is in line with the first surface and the opposite leg of the second right triangular section projects away from the second surface.

Abstract: A support (4) for an elevated mass (6, 8), comprising at least three extended, mutually trussless supporting counts (14, 14?, 14?, 14??), and where the longitudinal axes of the supporting columns (14, 14?, 14?, 14??) meet near the center of gravity (20) of the elevated mass (6, 8).

Abstract: The invention disclosed herein is directed to a fire retardant head-of-wall assembly configured to seal a linear head-of-wall construction joint or gap when exposed to a heat source such as a building fire. The inventive fire retardant head-of-wall assembly comprises a header track having an elongated intumescent strip affixed lengthwise on at least one of the outer sidewall surfaces of the header track and above a centrally located and outwardly protruding lengthwise corrugated groove. When exposed to a heat source such as a building fire, the intumescent strip is able to expand so as to at least partially fill the head-of-wall construction joint or gap; and in so doing, retard or prevent the spread of smoke and fire. The inventive fire retardant head-of-wall assembly has been certified as complaint with respect to Underwriters Laboratories, Inc.'s standards set forth in its Tests for Fire Resistance of Building Joint Systems—UL 2079.

Abstract: A non load-bearing metal wall stud has a sheet metal body with a web, a pair of flanges extending at right angles to the web, a pair of lips, each extending at a right angle from a straight edge of one of the flanges and a pair of skirts each extending at an angle from the straight edge of one of the lips. Knurled channels in the flanges and in the web stiffen the stud further.

Abstract: The compressive strength of a fluid-pressurized structure is combined with the tensile strength of interior members to maintain the geometric shape of a structure used to provide support with very low mass. These compressed fluid building structures can be combined with other traditional construction materials in creating columns, beams and other structural support elements.

Abstract: The present invention provides a cold formed joist that can be used in a variety of construction applications. The present cold formed joist consists of three elements, each formed from sheet metal: an upper chord, an intermediate web, and a lower web. These three elements can be produced in different dimensions. The upper chord further consists of a downwardly facing receiving channel adapted to receive the upper edge of the intermediate web, and two upwardly facing channels. The lower chord consists of an upwardly facing receiving channel that is adapted to receive the lower edge of the intermediate web.

Abstract: Insulating material is sandwiched between one edge of a structural 2×4 and one edge of a structural 2×2 to form a 2×6 wall stud with a thermal break. While shapes, sizes and compositions of the structural members can vary, the insulated wall stud has the advantage of being the size of conventional lumber reducing installation cost.

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: The invention relates to a post (129) for a shaft scaffold (102) of an elevator system (103), said post comprising at least two supports (236) on its exterior sides which extend approximately parallel to the longitudinal axis of the shaft scaffold (102), to which at least one traverse strut (201) can be connected. The aim of the invention is to produce and design the device, the post and/or the associated connecting elements of the post for a shaft scaffold of an elevator system in such a cost-effective manner that an easy and rapid assembly of a shaft scaffold can be ensured. According to the invention, said aim is achieved by providing, apart from the two supports (236), at least one additional support (236) for the connection of at least one guide element (220).

Abstract: A ballistic and forced entry resistant construction in which a sidewall is made up of a plurality of vertical columns, at least one perimeter floor sill section, at least one perimeter ceiling sill section, a plurality of bottom internal sleeves at spaced intervals extending upward from the perimeter floor sill section, a plurality of top internal sleeves at spaced intervals extending downward from the perimeter ceiling sill section, a plurality of upper outer panels, a plurality of lower outer panels, and a plurality of inner wall panels. A connecting tube is used to connect the upper and lower outer plates. The vertical columns are located between the bottom and top internal sleeves such that the sleeves fit inside the opposite ends of vertical columns and the upper and lower outer panels are located between vertical support columns.

Abstract: A decking system comprises a ledger board for mounting on an upright supporting surface, a beam, a plurality of joists for spanning between the ledger board and the beam, and a plurality of deck boards for spanning across the joists in which all of the components can be mounted to one another by interlocking engagement of various connectors so that no additional fasteners are required for assembly. The components are formed of extruded and molded materials which do not require any maintenance. A railing system and a stair system are also provided which similarly connect by interlocking engagement of the components.

Abstract: Disclosed is an apparatus for supporting barrier panels to form a railing. The apparatus comprises a base securable to a mounting surface and a post extending substantially vertically from the base. The post has a first clamping surface thereon. The apparatus further comprises a clamping member having a second clamping surface thereon in opposed spaced apart relation to the first clamping surface, the clamping member being drawable towards the first clamping surface so as to clamp the barrier panel therebetween. The first and second clamping surfaces are located vertically spaced apart from the mounting surface so as to support the barrier panel vertically spaced apart from the mounting surface.

Abstract: A stage comprising a support structure, a stage platform supported by the support structure and a fenced enclosure provided above the stage platform. The support structure includes an upstanding central support column; upstanding outer support columns provided around the central support column substantially equidistant from the central support column with adjacent pairs of the support columns all substantially equidistant; main beam members each extending between the central support column and a respective one of the outer support columns; and transversal beam members each extending between a respective pair of adjacent ones of the outer support columns. The main beam members are fixedly anchored to the central and outer support columns and the transversal beam members are coupled to support channels of the outer support columns while remaining slidable relative thereto.

Abstract: A lateral bracing system is disclosed for affixing a column to a beam in a construction. The lateral bracing system includes a pair of buckling restraint blocks, one each affixed to a top and bottom flange of a beam. Each buckling restraint block includes one or more bores formed through a center of the block. The lateral bracing system further includes at least one yield link for each buckling restraint block. Each yield link includes a first end affixed to the column, and a second end fit through a bore in a buckling restraint block and affixed to an end of the buckling restraint block.

Abstract: The invention provides a method of building a building having a plurality of levels using. The building includes a plurality of building unit assemblies (2) wherein each building unit assembly is structurally self supporting and has at least one sidewall (4), a floor (8) and a roof (10), the method including the steps of: lifting the building unit assemblies (2) into position in the building so that each level of the building includes a predetermined number of units (2); connecting adjacent units (2) to one another in each level; and connecting units (2) in one level to corresponding units in at least one adjacent level that is vertically above or below the one level. In one form the building unit assembly (2) includes a building unit including two sidewalls (4) and (6) floor (8) and roof (10) with structural frame segments (16, 18, 20, 22) attached thereto.

Abstract: A unitary steel joist includes a generally vertical web, a generally horizontal bottom flange, a generally horizontal top flange, a bottom wing, a bottom web portion, a top wing and a top web portion. The generally horizontal bottom flange extends outwardly on each side of the web. The bottom flange is made of two pieces of steel. The generally horizontal top flange extends outwardly on each side of the web. The top flange is made of two pieces of steel. The bottom wing extends outwardly from the web. The bottom web portion extends between the bottom flange and bottom wing. The top wing extends outwardly from the web. The top web portion extends between the top flange and the top wing. The unitary steel joist is made from a unitary piece of steel.

Abstract: The invention relates to a bending mount (24) for a switch arrangement for magnetically levitated railways. The bending mount comprises at least a box-shaped support element (25) that extends in the longitudinal direction (x) and on which are fixed successively arranged supporting metal sheets (27) that extend on both sides of the support element and serve to assemble the pieces of equipment (10, 12). According to the invention, the supporting metal sheets (27) are configured as single-piece components which extend over the width of the bending mount and are interlinked in the longitudinal direction to form a chain. Said chain essentially does not influence the flexural rigidity of the support element (25) in the desired direction (y) of a switching arrangement but exhibits a high rigidity against torsion about the longitudinal axis (x) and against vibrations in the vertical direction (z).

Abstract: The present invention is directed toward a novel moment resisting connection system, for use, but not limited to, with a pony-truss bridge system. The connection system comprises multi-hollow sections that can be, but are not limited to, extruded aluminum and a joint or node connector that can be casted, milled, forged or made by any other means.

Abstract: An elongated timber or lumber member (10) for an elongated, thermally insulating building construction element assembly (20) formed by first and second ones of said elongated timber or lumber member assembled along respective elongated adjoining surfaces (11) facing each other, said elongated timber or lumber member having a first fitting side (13) on a side located opposite to its elongated adjoining surface, said fitting side being spaced from said adjoining surface by timber or lumber of a respective thicknesses, and said fitting side being provided with a tongue or a groove (14A, 14B) to allow a plurality of the elongated, thermally insulating construction element assemblies to be juxtaposed to each other in alignment in a tongue and groove arrangement to form a thermally insulating building surface.

Abstract: In a boom 15 for a working machine 10 attached to an upper rotational body 30 supported on a center of an upper portion of a crawler-type traveling device 40 to be transversely rotatable, the boom 15 includes, as portions cast by integral molding, a boom support point part 16, a boom cylinder rod support point part 18, and an arm support point part 19, and is configured so that the boom support point part 16 is connected to the boom cylinder rod support point part 18 by a general-purpose first rectangular pipe 61, and so that the boom cylinder rod support point part 18 is connected to the arm support point part 19 by a general-purpose second rectangular pipe 62.

Abstract: A multipurpose beam for side-by-side panel false ceiling constructions includes a bearing profile with a pair of side was joined together by a substantially horizontal wall and having a bottom opening, at least one functional element with an anchoring portion designed to be received in the compartment, coupling means for connecting together the profile and the anchoring portion, and support means associated with the profile for supporting at least one panel of a false ceiling construction. The anchoring portion of the functional element is designed to hold the functional element integrated in the profile and entirely contained in the compartment. The support means extend from the side walls to hold the panels substantially flush with the longitudinal edges of the opening. A false ceiling structure and a modular system for customized design of a false ceiling that includes the beam are also provided.

Abstract: A system and method for providing a stronger lanai, area or pool enclosure. The system utilizes a beam having an interior channel that provides increased thread receiving surface for receiving one or more fasteners and an interlocking joint for further strengthening the connection between a plurality of beam members that form the beam.

Abstract: A construction system includes a pair of bi-planar sheets of structural material, each bi-planar sheet having two alternating series of vertical segments, each segment of the series, in horizontal cross-section, defining a planar base parallel to a base of a successive vertical segment of the alternating series of vertical segments, the bases of each segment of the series integrally connected to each other by sidewalls; a pair of longitudinal members, defining in, transverse cross-section, a substantially U-shaped geometry, each longitudinal member being open-ended for horizontally enclosing and securing a portion of each bi-planar sheet of the pair of bi-planar sheets; upper horizontal longitudinal members defining, in transverse cross-section, a geometry of a square, each upper longitudinal member vertically disposed between the pair of bi-planar sheets; and second horizontal longitudinal members defining, in transverse cross-section, a geometry of a square.

Abstract: A prescribed prestressing process is employed to construct precast concrete beams and girders. The process is utilized where an early concrete strength is too low for transfer of the full pre-tensioning force on a daily schedule to avert an otherwise serious and costly production delay. The process described provides the producer a reliable way of making beams and girders that are prestressed to take advantage of the higher concrete strength characteristics. The consequent economic advantage of higher structural capacity beams and girders is thereby realized. Additionally, beam or girder camber is controlled by the process, fostering production of a superior quality product.

Abstract: A reinforcement element for absorbing forces of the concrete slabs to be supported in the area of support elements is formed from a longitudinally stable, flexible length element, its first end area being guided through a first flexural reinforcement layer of the concrete slab. The first area adjoining the first end area extends towards a second flexural reinforcement layer of the concrete slab at an acute angle ?. The second area adjoining the first area is guided through the second flexural reinforcement layer and extends in the area of the support element along the surface of the second flexural reinforcement layer facing away from the support element. The second end area of the reinforcement element is guided through the second flexural reinforcement layer toward the first flexural reinforcement layer. This reinforcement element can be inserted into the concrete slab in many different ways according to the type of load.

Abstract: A concrete photovoltaic structure includes an essentially vertical support member constructed, at least in part, of concrete, wherein the essentially vertical support member includes a first portion configured to be received, at least in part, within a footing. The concrete photovoltaic structure further includes a photovoltaic support member constructed, at least in part, of concrete, wherein the photovoltaic support member is configured to be affixed to a second portion of the essentially vertical support member.

Abstract: Constructive element (1), such as a profile or a grid or another adequate constructive element, where said constructive element (1) is formed beginning with a sheet whose thickness is fundamentally constant; the cross-section of said constructive element includes at least one unfolded region (2) defined between two ends of said cross-section; said unfolded region (2) includes a plurality of cuts that define a regular pattern along the constructive element (1); said unfolded region (2) is produced when a tractional force is applied to their respective ends; said constructive element (1) is characterized because said unfolded region includes at least one element rotated essentially in 180° (2.2) with regard to the rotation it had prior to the application of said tractional force; said at least one rotated element (2.2) is joined to at least one element that does not rotate (2.1), by means of conveniently defined linking lines (2.3).

Abstract: A support beam and attachment clevis assembly having a pair of “J” beams, each “J” beam having a stem and a tail, each “J” beam's tail having a distal end and a longitudinal extension, each “J” beam's stem having an upper end and a longitudinal extension, the longitudinal extension of each “J” beam's stem being greater than that of said each “J” beam's tail; and incorporating a plurality of blind rivets interconnecting the pair of “J” beams so that the distal end of each “J” beam's tail contacts the upper end of the other “J” beam's stem.

Abstract: Disclosed is a crash paddle for reinforcing a primary fuselage structure of an aircraft. The crash paddle may be used for connecting the floor to the primary fuselage structure. The crash paddle includes a beam with in particular an H-shaped cross-sectional geometry, butt straps being arranged at both ends of the beam for connecting the crash paddle. In the region of the ends of the beam, the beam respectively has a resting surface 13, 14, the geometrical shape of which substantially corresponds to a hollow cylinder halved in the longitudinal direction. Placed around both resting surfaces and the longitudinal sides of the beam, in a peripheral groove is at least one endless loop. The endless loops respectively comprise an arrangement of reinforcing fibers, which is formed by a plurality of reinforcing fibers, such as for example carbon fibers, running substantially parallel to the longitudinal axis of the beam.

Abstract: The present disclosure is directed to a containerization support structure for use in metal cutting including a flooring structure and a plurality of concrete composite structural bars positioned within the flooring structure. In another aspect of the present disclosure, a method of implementing a reusable containerization system for collecting metal by-product during a metal cutting operation includes the steps of positioning concrete composite structural bars within a flooring structure, where the flooring structure includes a plurality of longitudinally extending metal carriers positioned to house the bars; performing a metal cutting operation; collecting the metal by-product on the concrete composite structural bars; removing the bars; cleaning metal by-product from the bars; and returning the concrete composite structural bars to the metal carriers.