Abstract: A modular space frame support system comprises an upper frame comprising a plurality of joists interconnected with a plurality of interconnection structures; a lower frame comprising a plurality of joists or chords interconnected with a plurality of interconnection structures; at least two interconnection structure brackets, wherein a first of the at least two interconnection structure brackets is connected to one of the plurality of interconnection structures of the upper frame and a second of the at least two interconnection structure brackets is connected to one of the plurality of interconnection structures of the lower frame, each interconnection structure bracket comprising a hollow tubular section, and at least one chord-engaging structure; and at least one chord secured at a first end to the first of the at least two interconnection structure brackets and at a second end to the second of the at least two interconnection structure brackets.

Abstract: The present disclosure describes a module for a telecommunications pole. The module may include a main base plate configured such that telecommunications equipment can be mounted thereto, a top frame member and a bottom frame member coupled to opposing ends of the main base plate and extending outwardly from, and generally perpendicularly to, the main base plate; and a plurality of side frame members coupled to the top and bottom frame members, each side frame member extending collinearly with the main base plate. The top, bottom and side frame members each include a plurality of recesses and protrusions configured and/or positioned such that the top, bottom, and side frame members may be aligned and assembled within the telecommunications pole. Module assemblies and methods of assembling the modules are also described herein.

Abstract: A beam is provided with hole patterns allowing for increased configurations and tolerances for assembly into a structure. The beam has four side plates and two end plates. The four side plates can have any modular length that is determined by a number of repeating sections. Oppositely oriented side plates have sections with the same hole pattern. In one embodiment, two side plates have hole pattern A and the two other side plates have hole pattern B. The end plates have hole pattern C. Hole pattern A has outer corner and side holes that are straight slots with a longitudinal axis oriented perpendicular to end plate planes. Hole pattern B has outer corner and side holes that are straight slots with a longitudinal axis that is oriented parallel to the end plate planes. Hole pattern C has curved slots that lie on a perimeter of one of two circles.

Abstract: A modular space frame support system comprises an upper frame comprising a plurality of joists interconnected with a plurality of interconnection structures; a lower frame comprising a plurality of joists or chords interconnected with a plurality of interconnection structures; at least two interconnection structure brackets, wherein a first of the at least two interconnection structure brackets is connected to one of the plurality of interconnection structures of the upper frame and a second of the at least two interconnection structure brackets is connected to one of the plurality of interconnection structures of the lower frame, each interconnection structure bracket comprising a hollow tubular section, and at least one chord-engaging structure; and at least one chord secured at a first end to the first of the at least two interconnection structure brackets and at a second end to the second of the at least two interconnection structure brackets.

Abstract: A wall brace system for providing an apparatus for supporting a wall in a building structure, which has been moved inward by pressure from the earth outside in order to return the wall to a desired position. The wall brace system has a structural member, a retainer, a mounting assembly, a load member, a jack, and/or a locking member. A jack and/or locking member are operatively coupled between the structural member and the mounting assembly. The jack functions to exert a force against the structural member, directly or through the load member, in order to force the structural member toward the wall for shifting the wall (e.g., outwardly). The locking member functions to lock the structural member in place with respect to the mounting assembly after the jack positions the structural member. Thereafter, the jack is removed from the mounting assembly.

Abstract: A constructing method for a concrete cylinder of a construction steel bar of a high-rise steel structure adopts a constructing method of supporting inside and climbing outside. The outside of the cylinder adopts hydraulic mutual-climbing adhesive lifting scaffold creeping formwork system (100), and also has an outside wallboard mechanical formwork erection function and an outer frame protection function. For the inside of the cylinder, except that an appropriate structure is left for later processing according to a schedule requirement, beam walls all adopt a steel cylinder support to perform formwork erection, so as to greatly reduce the workload of repeatedly mounting/dismantling the scaffold and the formwork at a high place. The scaffold itself carries the formwork erection system, so formwork erection and formwork removal can be mechanized, thereby reducing the risk of formwork erection and formwork removal at a high place.

Abstract: A method and structure for assembling field erected cooling. A first cell or cell portion is assembled at the opposite end of the cooling basin from its final location and used as a scaffold from which the rest of the structure is assembled. This first “assembly” section is fitted with temporary walkways, safety railings and enclosed ladders and workers assemble each new section of the cooling tower frame from the scaffold affixed to the first section. After assembly of each section or bay of the cooling tower frame is completed, the assembly section is advanced away from the newly constructed section to make room for the assembly of a new section. To advance the assembly section, movable lifts are positioned under the bottom transverse beams of the section.

Abstract: The present invention relates to a lattice support structure having lattice bars in connection with one another, wherein the lattice support structure has lattice bars extending in the longitudinal direction of the lattice support structure as well as lattice bars directly or indirectly connecting them, wherein the connecting lattice bars are connected to the lattice bars extending in the longitudinal direction such that the spacing of the lattice bars extending in the longitudinal direction of the lattice support structure can be reduced on the folding in of the lattice support structure and can be enlarged on the unfolding of the lattice support structure, characterized in that one, several or all of the connecting lattice bars are not displaceably arranged on the lattice bars extending in the longitudinal direction, but are rather pivotably arranged at the lattice bars extending in the longitudinal direction or are pivotably arranged at further connecting lattice bars which are in turn pivotably arranged a

Abstract: A magnetic coupling member, method, and system including a housing and a first arrangement of a plurality of magnets housed within the housing is disclosed. The first arrangement of magnets is selectively arranged and disposed to provide alignment and detachable engagement with a second arrangement of a plurality of magnets.

Abstract: A portable vapor containment structure has a support frame, at least three wheels to roll the support frame about the ground and wheel retractors for retracting each of the wheels so as to allow the frame to be lowered to the ground. Typically, the apparatus further includes an enclosed vapor containment compartment mounted upon the support frame attached to the support frame. The vapor containment compartment has a bottom opening located within the perimeter of the support frame.

Abstract: A transportable and erectable stairtower having a removable/slidable wheel carriage and a removable installation section arranged for transporting and erecting the stairtower. The stairtower has vertical column members and lateral members defining levels of the stairtower. Removable staircases extend between alternate levels of lateral members. A platform landing is formed at the intersection of first and second stair segments of the staircase. Removable ramps may be connected to the stairtower above, below, and at a position corresponding to the platform landings. A safety device in the form of catch pans, gutters, and leaders may be provided to protect workers by collecting debris and rainwater. A transporting vehicle may be connected to the installation section to transport the stairtower to a desired location. A lifting vehicle may be used to lift the stairtower from a horizontal to a vertical orientation.

Abstract: The present disclosure relates to a box-shaped structure of inter-related structural components. The structural components are combined to create a single three dimensional component the shape of a rectangular prism. The structure is formed by creating a pair of exterior walls from horizontal members and a series of laterally spaced vertical members that are coupled to the horizontal members by truss plates. The structure also includes a series of laterally spaced rectangular ribs that are coupled to the exterior walls by additional truss plates. The ribs and the walls are further coupled by use of wood sheeting along the top of the structure to form the resultant assembly. The entire assembly is connected together with a series of bolt and steel angle connectors, allowing the entire module to act monolithically.

Abstract: The invention includes a work platform and support system that includes a hub and joist configuration, wherein the hubs and joists are capable of articulation, or pivoting. One method of installation allows for sections of new work platform system to be extended from an existing suspended work platform system. The system is also capable of supporting, without failure, its own weight and at least four times the maximum intended load applied to it.

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

Abstract: A constructional unit comprising: a support frame which is O-shaped in plan bounding an open central region, the support frame including first and second members which are each U-shaped in plan, each member being in the form of a base frame from which extend two side arms; the first and second members having their side arms telescopically engaged to define sides to the open central region of the O-shaped support frame; the telescopic engagement providing for—the spacing of the first base frame from the second base frame to be adjustable over a range of distance; and the temporary securing of the first member to the second member at a predetermined spacing; the base frame of the first member being adapted for location at a first level at a first working location; the second member being adapted, at a position remote from the first member, for location at a second level at a second working location by way of at least one leg pivotably attached at or near one end of the, or each, leg to the base frame of the sec

Abstract: The invention includes a work platform and support system that includes a hub and joist configuration, wherein the hubs and joists are capable of articulation, or pivoting. One method of installation allows for sections of new work platform system to be extended from an existing suspended work platform system. The system is also capable of supporting, without failure, its own weight and at least four times the maximum intended load applied to it.

Abstract: A support system is provided for supportably securing a vertically movable support structure having a boom attached thereto to a floor structure of a building. The support structure extends through an opening formed in the floor structure. The support system includes a set of support brackets pivotably mounted relative to vertical support members of the support structure. The support brackets are supportably engageable with a portion of the support structure and a first floor structure in a first supporting position. The support brackets are freely swingable and movably engageable with a second floor structure as the support structure is moved relative to the second floor structure enabling the support brackets to be supportably engageable with the portion of the support structure and the second floor structure in a second supporting position.

Abstract: A deployable rectangular truss with folding or removable chordal members and diagonals and orthogonal hinge joints for continuous and synchronous retraction and extension. The truss is rectangular in cross section, with four common chords on the corners. Two opposing sides of the truss have diagonals that meet at side joints. One or more end frames may be used to close off or mount one of more ends of the deployable truss. A plurality of telescoping transverse struts may extend between major joints on one side of the truss.

Abstract: An insulated concrete form system having a pair of bottom U-shaped channels secured to a concrete slab that serve as a footprint for a concrete wall. Exterior and interior foam sheets are aligned within the bottom U-shaped channels that define the wall. Top U-shaped channels are slipped over a top edge of the foam sheets. A plurality of strongbacks are used to provide structural support for the foam sheets during a concrete pour of the wall. The strongbacks each have a pair of hangers adapted to be secured over the top U-shaped channels to secure the strongbacks to the foam sheets. A top wall spacer is used to join a strongback on one side of the wall cavity to a strongback on a second side of the cavity to resist pressure exerted outward on the foam sheets during a concrete pour to form the wall.

Abstract: A fitting is provided for use in retaining a plurality of accessory members to a vertical modular structural unit of a telecommunications tower or electricity pylon. The unit has a plurality of vertical sides wherein each side has at least one side aperture. The fitting has a body; a body plate attached to the body and so-shaped as to be cooperable with a side of the unit and receivable in intimate engagement within the side aperture; attachments by which the fitting is attachable to the structure and the body plate is retained thereto receivable within the side aperture by retaining bolts; the body having at least one accessory, such as a guy rope, insulator, dish and platform-receiving aperture for retaining the accessory to the body. The shape of the apertures in each unit side which is complimentary with the body plate, provides a lighter, stronger and more efficacious modular unit and tower.

Abstract: A sheet material handling device for assisting a drywall installer in installing sheet material, such as drywall or gypsum board, in an overhead location such as a ceiling of a structure. The device includes base and a pivoting sheet support that is adjustable in several planes to help locate the device relative to the job site and the ceiling in the job site. The drywaller assembles the device, places a sheet of drywall on the device, raises the sheet of drywall into position using the device, secures the pivoting sheet support and then fastens the drywall to the ceiling joists.

Abstract: A deployable single truss with folding or removable chordal members and diagonals and orthogonal hinge joints for continuous and synchronous retraction and extension, in straight and curved configurations. One or more endframes may be used to close off or mount one of more ends of the deployable trusses. A primary orthogonal hinge joint is used to connect the chordal members and diagonals of the deployable trusses along each primary chord. A secondary orthogonal hinge joint to connect the chordal members and diagonals of the deployable trusses along each secondary chord.

Abstract: A scaffolding lift system includes a base member and a plurality of elongated vertical support members secured to the top surface of the base member. A power-operated motor is positioned adjacent the scaffolding and on the base member. The scaffolding further includes a plurality of elongated horizontal support members connected to select ones of the plurality of vertical support members and extend rearwardly thereof. An elongated boom is engaged with the rear portion of the scaffolding and extends forwardly therefrom. The scaffolding further includes a plurality of pulleys connected thereto and disposed adjacent to the boom at different heights respectively. A flexible elongated cable is supported by the plurality of pulleys and has a first end portion secured to the motor. The cable further has a second end portion including a hook mechanism for selectively engaging a pallet.

Abstract: Substantially rectangular-shaped tanks are provided for storing liquefied gas, which tanks are especially adapted for use on land or in combination with bottom-supported offshore structure such as gravity-based structures (GBS). A tank according to this invention is capable of storing fluids at substantially atmospheric pressure and has a plate cover adapted to contain fluids and to transfer local loads caused by contact of said plate cover with said contained fluids to a grillage of stiffeners and stringers, which in turn is adapted to transfer the local loads to an internal truss frame structure. Methods of constructing these tanks are also provided.

Abstract: A support frame kit for canopies and display racks includes vertical posts and horizontal rails which are coupled to one another by square sockets mounted on the posts which receive square pintles projecting from the ends of the rails. In accordance with one embodiment of the invention, the rails are secured to the posts by removable pins and provide support for a canopy which is attached at its periphery to peripheral rails by attachment loops. In another embodiment of the invention rails are joined by struts and project from couplings fixed to the posts to provide shelves of a display rack.

Abstract: An apparatus for reinforcing at least one load-bearing section of a tower assembly which apparatus includes two leg members, at least one brace member for connection to both of the leg members, and at least one connecting plate for attachment to a respective flange plate of the section of the tower assembly and for attachment to an end of one of the leg members, which flange plate is attached to or integral with the section of the tower assembly. The apparatus components form a reinforcing panel which is attachable to the load-bearing section of the tower assembly, so that the two leg members bear at least a portion of the section load when the panel is attached. The apparatus may include adjustable length leg members which enable the length of the panel to be adjusted and at least a portion of the section load to be transferred to the legs.

Abstract: An apparatus for reinforcing one or more load-bearing sections of a tower assembly, which apparatus comprises two leg members, a plurality of brace members, sized and configured for connection to both of the leg members and at least one connecting plate sized and configured for attachment to a respective flange plate of the section of the tower assembly and for attachment to a leg member, which flange plate is attached to or integral with the section of the tower assembly. The leg members, plurality of brace members and at least one connecting plate are sized and configured for attachment to one another to form a panel or a plurality of panels so that the two leg members bear at least a portion of the section load when installed. Related methods of reinforcing load-bearing sections of a tower assembly are also described.

Abstract: A modular system for the construction of a lattice panel for a bridge, comprises first and second chord members (20, 28) and a plurality of web members (1). Each web member comprises three legs forming a triangle. One leg (2) extends perpendicularly between the chord members. The second and third legs (3, 4) are joined to each other and to the ends of the first leg. The ends of the first leg (1) are provided with means for connecting the web member to the chords (20, 28). Interlocking means (13, 19) are provided at the joint between the second and third legs, and mid way along the first leg, so that adjacent web members can be connected together.

Abstract: A lightweight construction, especially a greenhouse structure, comprises a plurality of pillars (12) arranged at the periphery of an area of said lightweight construction, said pillars (12) extending obliquely and outwardly so that an upper end (22) of said pillars (12) lies substantially in a vertical plane passing through a respective area border. According to the invention at least one of said pillars (12) comprises a supporting element (14), said supporting element being mounted onto said pillar (12) so as to define a predetermined inclination angle of said pillar (12).

Abstract: A tower and a method of constructing a tower. The tower has three first support members which are made up of sections. Each section has an outside leg and two inside legs, laced together in a triangular cross section. The upper end of each inside leg is attached to the upper end of one of the other inside legs. Sections are joined together to form support members. Second support members are joined on top of the first support members. The desired height of the tower is achieved by adding other support members on top of the second support members. The last member to be placed on top is the upper member. An upper member, having three legs, laced together to form a triangular cross section, is erected on top of the support members, so that the legs of the upper member extend upward from the outside legs of the support members.

Abstract: A multipurpose frame assembly (10) for interconnection with existing conventional scaffolding modules (M) is disclosed. The frame assembly (10) includes a plurality of end frames (12,14). The end frames (12,14) each include four, generally coextensive, coplanar legs (22,24,34,36), with at least two of the legs being spaced apart an industry standard dimension (DIS). Paired sets of the legs (16,18) are coupled together by horizontal rungs (38,40) that cooperate with a cross member assembly (20) to provide one of the paired sets (16,18) the industry standard spacing. In other embodiments, end frames (100,200) include a knock-down cross member assembly (106) and a box cross member assembly (206), respectively. Further disclosed embodiments show a multipurpose frame assembly (300) configured for vertically shoring a high capacity load and a tower assembly (400) configured for elevating a work surface.

Abstract: There is provided a roof safety system for facilitating a unencumbered lateral movement of a user's safety tether line along a length of a roof truss. The system comprises first and second elongated anchor members that are respectively positioned at first and second locations along the length of the roof truss. Moreover, a tension line is engaged to the first and second elongated members to extend therebetween and is further slidably connectable by the user's safety tether line. By doing so, the tension line facilitates the unencumbered lateral movement of the user's safety tether line between the first and second positions along the length of the roof truss.

Abstract: An a-frame tripod truss for a scaffold for mounting a platform adjacent a structure having tripod metallic frame segments and removable cross bracing providing a stand-alone, three point support with two ground supports and one wall support, each having extension devices for providing a stable footing on uneven surface. The tripod trusses provide a flat-folding scaffold, with hinged, pivoting connections that permit collapsing the unit, in combination with a shrubbery shelter and staging platform. This flat-folding scaffold, with hinged, pivoting connections that permit collapsing the unit, in combination with shrubbery shelter comprising a plywood member used as a shelter for outdoor plants, attached to the scaffold frame member by platform lock-and-shelter clips supported by the ground support member such that the scaffold provides adequate structural support for supporting heavy loads on the staging platform in addition to heavy loading of the shelter with construction waste.

Abstract: A structural member, e.g. a truss for erection of temporary structures, comprises a number of elongate elements disposed in spaced generally parallel relationship to one another with transversely extending elements therebetween, and an element extending longitudinally of the structural member has a formation extending lengthwise of it for engagement by an attachment member which is to be retained to the longitudinally extending element at any of a range of positions therealong. The attachment member may provide for connection of a safety element to the structural member, and be freely movable therealong in use.

Abstract: A structural member, e.g. a truss for erection of temporary structures, comprises a number of elongate elements disposed in spaced generally parallel relationship to one another with transversely extending elements therebetween, and an element extending longitudinally of the structural member has a formation extending lengthwise of it for engagement by an attachment member which is to be retained to the longitudinally extending element at any of a range of positions therealong. The attachment member may provide for connection of a safety element to the structural member, and be freely movable therealong in use.

Abstract: A modular office system incorporating a frame construction with improved stability to support components of the office system. The frame construction generally includes upright supports and crossbeams. The uprights and crossbeams have a tubular configuration to allow the passing of utility wiring. The crossbeams include triangular gussets to improve the support connection between the uprights and crossbeams.