Abstract: An elongated truss boom structure is adapted to be flattened and coiled to a stowed configuration. The truss boom includes longerons, battens, and diagonals A fixed ladder shaped structure is formed by a plurality of fixedly coupled battens which interconnect two adjacent longerons. The truss boom is flattened for stowage by arranging all of the longerons coplanar to the plane of the fixed ladder shaped structure. The longerons preferably have a corrugated cross section. For stowage the longeron is heated and compressed into a ribbon shaped cross section, and upon deployment the longeron is heated to restore its corrugated cross section. A mechanical assembly machine includes a drum, a stowed flattened truss boom rolled into a coil around the drum, a device for unrolling the coil, an actuating and locking mechanism, and a control arm which connects the actuating and locking mechanism to the drum.

Abstract: For a truss, a hinge assembly for connecting truss members that form the truss. The hinge assembly may include a first hinge plate having a first boss formed thereon and a second hinge plate having a second boss formed thereon. The second boss defines an opening for pivotal receipt of the first boss. The hinge assembly also includes a retainer for maintaining the pivotal receipt of the first boss in the second boss. When the first hinge plate is attached to a first portion of a truss and the second hinge plate is attached to a second portion of a truss, the first and second truss portion can be pivoted relative to each other to enable portions of the truss to be collapsed for transporting purposes.

Abstract: The collapsible shelter includes a truss and canopy framework that provides a flexible, collapsible canopy that is capable of flexing and moving, in whole or in part, between a raised position and lower positions having a reduced profile from the raised position. The collapsible shelter includes at least three legs supporting flexible framework mounted on the tops of the legs and forming the framework of the canopy. Truss pairs of link members are connected to each of the legs on each side of the shelter between adjacent legs.

Abstract: A new hub element is disclosed for building reversible expandable three-dimensional truss structures. The hub element can directly connect a pin joint towards the center of a scissor linkage to a pivot located near the extremity of another out-of-plane scissor linkage. It has the advantages of being more compact than previously known hub elements and can be used to create foldable structures that are more structurally sound than previously possible. The use of this novel hub element can also reduce the number of pieces required for a given foldable structure, thereby reducing manufacturing and assembly costs.

Abstract: A connector is disclosed for interconnection of disconnected truss members. The connector comprises an elongate sheet metal plate including a first plate portion and a second plate portion. The first plate portion has nailing teeth adapted to be driven into a truss member for permanently attaching the first plate portion to one member. The second plate portion has nail holes formed in it for receiving nails to permanently attach the second plate portion to another of the truss members. The second truss plate portion is substantially free of nailing teeth at the peripheries of the nail holes, but has at least one nailing tooth for temporary connection of the second plate portion to the truss during transport. The truss can be collapsed and transported to the building site with the truss members disconnected.

Abstract: The lightweight erectable canopy shelters include a plurality of legs connected together by an extendible perimeter assembly of link members. In one embodiment, the roof structure is formed by a pole members pivotally mounted to the upper ends of the legs so as to extend across the shelter, and movable between a lowered position and a raised, upwardly arching position. The pole members are pivotally coupled to a central hub, and each of the pole members comprises pole sections hinged to permit downward folding and upward unfolding until they are fully extended. Comer support strut members are pivotally mounted to the legs, to be rotatable upwardly to engage and support the pole members.

Abstract: A foldable member in the shape of a tube with at least one predetermined hinge area along the length of the tube and opposing sets of elongated slots in the tube at the hinge area thereof forming separated longitudinal strips of tube material between the slots which fold when subjected to localized buckling forces, each slot of each set of elongated slots separated longitudinally along the length of the tube from each adjacent slot by a bridge element of tube material. A collapsible structure constructed of such foldable members.

Abstract: A support structure for a collapsible shelter, includes legs and upper beams hinged together. Each upper beam is composed of two component rods connected with each other by a freely swinging hinge. Each leg has a sliding part thereon. There is provided an upper or upward stay bar between the sliding part on each leg and the component rods of the upper beam respectively. Both end connections of the top stay bar are freely swinging hinges. The leg has also a stop means thereon to limit motion of the sliding part in outspread state. The support structure does not need to be assembled and dismantled each time when it is to be used and can be easily and quickly spread out and collapsed, saving both time and manpower.

Abstract: A truss for supporting a roof of a building and the like includes a bottom chord member having a first end and a second end, and a top chord member fixedly attached to the bottom chord member and having arcuately curved upper surface. The upper surface is flanked by a pair of spaced leg members, which are corrugated to provide the upper surface with a generally smooth arcuate shape. In one aspect of the present invention this upper surface and depending leg members essentially comprise the top chord, while in another aspect of the invention, the upper surface and corrugated legs comprise an upper truss cap which sits over a conventional segmented chord. In addition, the same techniques can also be employed to provide a bottom chord with an arcuately curved lower surface.

Abstract: In a roof construction (10) with several erected support arches carrying a tentered roof skin (15), both ends of which support arches are held with a fixed distance to one another in the carrying state, each support arch (11)is constituted by several sections (12; 12a, 12b) each connected to one another via joints (13), where a lock is assigned to each joint (13), which limits the unfolding of neighboring sections (12a, 12b) to about their straightened position. In the carrying state of the support arch (11) all its joints (13) are bridged underneath by tensioned pulling connections (16), which engage on both sides of the bridged joint (13) on a section (12a, 12b). Furthermore, in the region of each joint (13)a spacer (19)is provided acting between the support arch (11) and the corresponding pulling connection (16), which spacer (19) directs the pulling connection inwards past the connecting line defined by the two points (18a, 18b) of engagement.

Abstract: A collapsible three sided truss, in which a rectangular central framework section has outboard framework sections each hinged to one side, which can be swung together to bring interfitting portions together, with locking mechanisms manually operable to connect these portions together and form a rigid three sided truss. When released and swung out, the outboard sections form a flattened array with the central section for easy transport and handling. Slidable pins are included in the locking mechanisms, engaging aligned holes in partial sleeves on cross members of one outboard section fit to elongated member of the other outboard section. The three sided trusses can be connected end-to-end with couplings and locking pins.

Abstract: According to existing methods of frame building construction, a concrete foundation is formed on which wooden floor joists are laid. Walls are constructed on the foundation and floor using wooden wall studs, and a roof is constructed on the walls using wooden rafters, beams and trusses. These methods require skilled carpenters and high quality wood materials, both of which are increasingly expensive. There is therefore a need for a system for framing houses or other buildings which uses prefabricated steel framing and which is quick and easy to construct. The invention provides a prefabricated system for framing a complete building on a foundation. Folding telescopic framing units are used for vertical partitions and horizontal floor panels.

Abstract: A method and apparatus for converting a post-style poultry house to a clear span style poultry house. The apparatus includes a truss assembly including a center truss section adapted to be mounted to the roof beams and first and second outer truss sections adapted to be secured to the center truss section. The trusses are installed without the removal of the roof and without removal of the drinker and feeder equipment of the existing post-style poultry house. In installing the trusses, first the center sections of the trusses are attached to the roof beams and then the upper ends of the outer sections are attached to the center sections. Then the lower ends of the outer sections of the trusses are secured to the poultry house footers. Once the truss sections are all secured to each other and secured to the footers, the posts are cut away and removed.

Abstract: A Lightweight Pre-engineered prefabricated modular Building System comprised of nine pre-fabricated structural members and two prefabricated connectors which create the entire building main frame system. A multiple use principal structural member is utilized as columns. The connectors are right angle connectors; each employing a configuration of holes and slots for securing structural members to create a rigid attachment of rafters to columns. The same connectors can be employed to establish a shallow pitch or a steep pitch roof pitch through selection of the holes and slot positions used to bolt the structural frame together. Eave struts, purlins and girts are attached to mainframes and used to attach sheathing to the structural frame. Alternatively, a “V” shaped stiffener can be employed with the columns.

Abstract: The bow module portable modular structure of the present invention includes: (a) a rigid, spaced apart, parallel array of arches, each lying in a vertical plane and spaced apart along a longitudinal axis, wherein each arch is formed of a unitary generally semi-circular bow member having rigid bracing members mountable thereto within a perimeter of the bow member, and (b) a rigid, spaced apart, substantially parallel array of cross-bracing bows mountable to the array of arches so as to be generally perpendicular to each arch, the array of cross-bracing bows radially spaced apart about a center of curvature of each arch in the array of arches.

Abstract: The present invention provides a transformable linked structure, a deployable diagonal structure, a plane stowage-type deployable truss and a line stowage-type deployable truss with high rigidity and reliability constituted by the above-described transformable linked structure and the above-described deployable diagonal structure, and also provides a plane/line stowage truss structure extremely approximated to a spherical surface using the two types of deployable trusses. The present invention discloses a module linked structure for linking deployable trusses securely and a holding/releasing mechanism for realizing reliable holding and release. Further, the present invention provides a modular deployable antenna with high precision even if it is large-sized which is realized by spreading mesh on the plane/line stowage truss structure.

Abstract: A method and apparatus for converting a post-style poultry house to a clear span style poultry house. The apparatus includes a truss assembly including a center truss section adapted to be mounted to the roof beams and first and second outer truss sections adapted to be secured to the center truss section. The out truss sections each comprise substantially upright portions and an inclined portion extending therefrom. The trusses are installed without the removal of the roof or beams of the existing post-style poultry house. In installing the trusses, first the center sections of the trusses are attached to the roof beams and then the upper ends of the outer sections are attached to the center sections. Then the lower ends of the outer sections of the trusses are secured to the poultry house footers. Once the truss sections are all secured to each other and secured to the footers, the posts are cut away and removed.

Abstract: The present invention is directed to a multi-side shelter that may assume a collapsed configuration or an erected configuration. In particular, the present invention is directed to a truss that may assume a collapsed configuration or an erected configuration, and that may be used in the shelter.

Abstract: The reinforcing brace frame is utilized in building walls as a complete system of protection against both the severe shear stress and uplifting encountered during tornados, hurricanes and earthquakes. The reinforcing brace frame includes two vertically-spaced horizontally extending frame members joined at their opposite ends to two horizontally-spaced vertically extending frame members, and a diagonal member rigidly connected to opposite ends of the horizontally extending frame members. The reinforcing brace frame can also include spaced vertical support members between the vertical frame members. The reinforcing brace frame is directly attached to a concrete foundation by shear bolts and hold down bolts. Consequently, the reinforcing brace frame provides increased resistance against simultaneous shear stress and uplifting, eliminating the need for plywood shear panels.

Abstract: A truss pitch break connector plate having a main body portion. A first stiffener flange projects generally perpendicular from one face of said main body portion along an arcuate first edge having an outer radius. A second stiffener flange projects generally perpendicular from the opposite face of the main body portion along a arcuate second edge having inner radius. The main body portion preferably is generally sector-shaped but alternatively it may be circular. The overall arrangement is such that the pitch break connector plate will accommodate top chords of different sizes; and is capable of maintaining the top chords at any one of a range of roof pitches.

Abstract: A Lightweight Pre-engineered prefabricated modular Building System comprised of nine pre-fabricated structural members and three prefabricated connectors which create the entire building main frame system. A multiple use principal structural member is utilized as columns and top and bottom cords as well as end rungs for trusses and truss legs. The connectors are right angle connectors; each employing a configuration of holes and slots for securing structural members to create a rigid attachment of rafters to columns. The same connectors can be employed to establish a shallow pitch or a steep pitch roof pitch through selection of the holes and slot positions used to bolt the structural frame together. Trusses are interchangeable anywhere in system. Eave peak members, purlins and girts are used to attach sheathing to the structural frame. Alternatively, a "V" shaped stiffener can be employed with the columns.

Abstract: Truss elements of a structure that are prefabricated, but hinged so that trusses may be reduced in size for transportation and storage. The hinge is made up of a sheet of flexible material which is affixed to elements of the truss by press fit plates. This press fit hinge can be installed on the truss simultaneously with the other press fit plates used to construct the truss, thereby dramatically reducing the number of steps required to construct the truss while still providing the desired feature of the hinge.

Abstract: The collapsible shelter includes a truss and canopy framework that permits a flexible, collapsible canopy to be moved between a raised position and a lowered position. The collapsible shelter includes at least three legs supporting flexible poles removably mounted to the tops of the legs and forming the framework of the canopy. X-shaped truss pairs of link members are connected to each of the legs on each side of the shelter between adjacent legs.

Abstract: A truss for use as support for a sloped roof of a building. The truss can be a collapsible metal truss. A method for assembling the truss is described. Each of the of the rafter and beam can include a metal chord all which chords lie in a first plane. Each of struts can include a metal chord located in a second plane parallel to the first plane. There are pivotal connections between various members. The chords of the truss can be moved into a collapsed position for storage and transport of the truss. The chords can be hollow tubes of generally rectangular cross section. The pivotal connections can be nut and bolt connections. The rafter and beam chords can be connected at an eave end to each other by a metal member, and the truss can include an eave extension member.

Abstract: A collapsible display system for securing cladding panels, containing information material, capable of being configured into multiple configurations and, therefore, adaptable to the space allocated to a vendor. The present invention comprises a plurality of hub members connected with a plurality of support members. The hub members are spaced apart from one another defining a plurality of adjacent box-like units wherein adjacent units share common hub members. Diagonal support members are pivotly coupled to the hub members between the front and back of the display system in a scissors-like manner. Horizontal support members having a pivot point at their midpoint are pivotly connected between pairs of adjacent hub members. The lengths of the horizontal support members are greater than the distance between each pair of hub members.

Abstract: The present invention is a collapsible roof truss comprising two elongated wooden structural members consisting of upper and lower chords, the lower chord having a bevel end, the angle of which corresponds to the roof pitch. The hinging mechanism comprises two identical metal disks, each having a rigid annulus at its respective periphery and with an opening in the center therethrough to pivotally connect the disks. Each chord has grooves formed on both sides, the depth of the grooves being equal to the height of the annuli, the grooves on the upper chord being in the form of a semi-circle, the grooves on the lower chord being in the form of an arc corresponding to the angle formed by the bevel, and each chord having a notch therethrough at the center of the radii of the semi-circle and the arc respectively for receiving a fastener therethrough. The grooves, when chords are in assembled relation, form a nearly complete circle.

Abstract: A quick assembly tent framework is disclosed. In the framework, each of mounts has a channel type socket. The socket is eccentrically formed on each mount with thick and thin sidewalls being formed on opposite sides of the socket. Each of the thick and thin sidewalls has a hinge bore and a hinge guide depression. Two connection members are attached to both ends of each scissor bar. Each of the connection members is axially slitted to a depth thus forming a channel type slit with resilient sidewalls being formed on opposite sides of the slit. Each of the resilient sidewalls has a boss on its outside surface. The boss is guided by the guide depression and elastically snapped into the hinge bore when each scissor bar is jointed to an associated mount. The framework is easily and quickly assembled or disassembled without using any tools thus being convenient to users.

Abstract: A framework for a small-scale building. Specifically, the framework includes four poles, two joint beams, two crossbeams and a ridge beam. The top of each of the four poles is connected with one of the crossbeams and one of the joint beams by a moveable joint. The joint beams are divided at an intermediate point into joint beam portions. The joint beam portions and the ridge beam are connected at the intermediate point with a joint. Further, the crossbeams are divided at an intermediate point into cross beam portions and are connected at this intermediate point with another joint. Finally, the ridge beam is divided at an intermediate point into ridge beam portions and connected at a joint. Each of the joints is bendable, such that the framework may be assembled, folded and stored easily.

Abstract: A method of attaching to at least one bearing beam of a building. A clip with a blocking tab is attached to the bearing beam, and a roof assembly with two pivotally attached frames is unfolded and lowered. Each frame has a blocking member, and the roof is lowered so that the blocking member contacts the blocking tab and restrains the roof assembly from unfolding further. A roof has two parallel bearing beams, clips attached to each bearing beams, and a roof assembly. Each clip has a ramp and a blocking tab. The roof assembly has two pivotally attached frames, and each frame has a rafter and a blocking member. Each rafter rests on a ramp, and each blocking member is attached to a blocking tab.

Abstract: The improved reinforcing brace frame is utilized in building walls and the like to increase their resistance to severe stress such as it encountered during earthquakes, tornados, hurricanes, cyclones and other high wind situations. The frame is all metal, preferably steel and includes a vertically spaced pair of horizontally extending frame members joined at their opposite ends to a spaced pair of vertically extending frame members. The frame also includes a diagonal member rigidly connected to opposite ends of the horizontally extending frame members. Preferably, each of the horizontal frame members and the diagonal member include a pair of telescoping members so that the brace frame can be expanded and contracted in width to fit into a desired wall space. In one embodiment, the vertically extending frame members also each include a pair of telescoping members to control the heighth of the brace frame.

Abstract: A portable steel framed building which can be rapidly assembled and disassembled. Components of a typical building include at least one ridge beam connected between two spaced ridge receivers with two rafters also secured to the ridge receiver. The rafters extend through hip receivers each of which is connected to a hip beam and a post. Thus, two identical ridge receivers and four identical hip receivers, plus a ridge beam, two hip beams and four posts are sufficient to construct a complete building. With additional identical components, the size of the building may be extended and other configurations, such as valley, shed or gable roofs may be constructed. If desired, purlins may be provided between rafters and crosspieces may be provided between posts. Fascia members may be fastened to the ends of the rafters, and may include a component for holding the ends of a fabric roof covering. The posts may be telescoping to allow building height to be varied or irregular foundations to be accommodated.

Abstract: A fabricated building including a pair of metal sidewalls positioned in an upright spaced apart relationship with a plurality of metal purlins engaged with an upper edge of one of the metal sidewalls so that the plurality of metal purlins extend between the metal sidewalls and maintain them in the upright position.

Abstract: Disclosed is a quick-assembly and knock-down, portable utility shed formed of releasably interlockable front, rear, and opposing side wall panels, and roof panels. The opposite vertical edges of the front and rear panels, and the side panels, respectively, are characterized by releasably latchable tongue-and-groove structure. The upper portions of the front and rear panels have a gable structure and include a pair of support members that slope downwardly from an apex. The shed is completed by a pair of roof panels that are releasably secured to the side panels and the gable structure of the front and rear panels. Each panel comprises a support frame to which exterior siding is affixed, and the siding of each panel has edge portions that are releasably interconnectable with edge portions of the siding of an adjacent panel.

Abstract: A lightweight, deployable structure capable of large displacements and sustaining high loads, and whose shape can be precisely monitored and controlled to acquire a wide variety of shapes and varying levels of stiffness, and precisely returned to a desired shape after being subjected to a disturbance force. As such, the structure is highly suitable for use in applications in which information concerning the shape and/or stiffness of the structure can be employed to precisely attain a desired shape, precisely return the structure to a desired shape after being subjected to a disturbance force, or to increase or decrease the structural stiffness in response to changing environmental conditions. The deployable structure is generally composed of one or more structural units, each of which can be articulated between two extreme configurations, one of which is a deployed configuration in which the deployable structure is fully extended.

Abstract: A foldable portable building can be collapsed to fit within the outside dimensions of an internationally standardized (ISO) goods container to facilitate mechanical handling and transportation. The building comprises a rigid main support having a main floor section, a main wall section and a main roof section. When the building is extended, generally horizontal and planar, hingedly interconnected floor sections and roof sections extend from the main floor and roof sections respectively, and wall sections extend between the said sections. The wall sections comprise an end wall section, two first wall sections and two second wall sections which are hingedly interconnected similarly to a bellows. When the building is collapsed, the wall sections are located adjacent the main wall section, the roof sections are disposed vertically on a side of the wall sections remote from the main wall section, and the floor sections are disposed vertically outwardly of the folded wall and roof sections.

Abstract: A hinge for use in pairs hingedly connecting two generally coplanar wooden structural members of a wooden truss structure enabling folding of the structure to reduce its height for transport over the road, comprising two pivotally interconnected plates each having teeth for nailing them to the wooden members and one having fingers for engagement with a surface of a wooden member for accurate alignment of two of the hinges for being nailed to the two members at opposite faces thereof to form a hinged joint between the members, and hinged joints utilizing the hinges.

Abstract: There is disclosed a metal roof support structure comprised of rafter beams, ceiling beams, and internal structural supports, the aforesaid members overlapping in snap-fit interlocking relationship, the intersection points of each of the aforesaid elements being secured by a single fastener. The rafter beams and ceiling beams are comprised of a structural member adapted to interlock with a second structural member of similar construction to form the rafter beams and ceiling beam, each of which presents an "I" beam cross-section when so assembled.

Abstract: A skylight or roof opening protective device which comprises a pair of hinged protective frames which pivot outwardly from each other to define an "A" frame, when viewed at either end. Each frame is mounted on a base for temporary or permanent attachment to a skylight or the like.

Abstract: A cross member for a motor vehicle subframe is disposed between at least two adjoining sides extending lengthwise of the vehicle as a receptacle for a wheel suspension. The cross member comprises two supports of identical configuration, located in a transverse plane and made angular. The upper transverse legs of the supports each have a tongue located endwise, and the tongues overlapping in a vertical plane. Each tongue has a thickened receptacle for supporting a threaded nut and another receptacle for supporting a bolt head of mounting bolts located in a horizontal plane.

Abstract: An adjustable support structure is used to support various types of roofs, such as flat, single slope and double slope roofs. The support structure includes a channel shaped post, a load beam assembly connected to the post at about its uppermost end, an adjustable bracket adjustably secured to the load beam assembly, and a purlin secured to the adjustable bracket, at a generally angular position relative to the load beam assembly, for supporting the roof. The adjustable bracket includes an upwardly oriented generally U-shaped seat which is secured to a downwardly oriented generally U-shaped saddle, such that the saddle is mounted snugly across the load beam assembly, and is adjustably connected thereto. An extender is adjustably secured to the post and to the load beam assembly. The extender includes a generally U-shaped seat, which supports; it is connected to the load beam assembly, such that the extender seat can be adjustably connected to the load beam assembly along the horizontal direction.

Abstract: Principal members of structures are manufactured as foldable assemblies of like size and shape structural members, foldable for handling, packaging, shipping, and storage, and unfolded into their respective principal member configurations. Each like size and shape structural member has its opposite end surfaces formed on a sixty degree bias, whereby one longitudinal edge surface is longer than the other opposite edge surface, thereby creating opposite trapezoidal side surfaces. Each of these members has two spaced holes formed along its centerline, and each of these holes is equally spaced from a respective bias end. Regarding relative design dimensions, the respective longitudinal centerline length of each like size and shaped structural member is given the formula dimension, L, then the space between holes, X, is equal to 0.464 L, and the space from each hole to the centerline end, Y, is equal to 0.268 L.

Abstract: Structural frameworks of differing shapes and for diverse purposes may be assembled by linking essentially rectangular, open centered frames together in end to end relationship by extending side members of individual ones of the frames into the open centers of adjacent ones of the frames. Sidewardly extending projections on individual frames overlap and abut side members of the adjacent frames to hold the members in a linked condition and to impart load bearing capability to the framework. Frameworks of differing geometry can be assembled from the same set of frames. The linked frames may be angled relative to each other to form an arch and the linked frames may be pivoted together at the locations where the frames intersect to enable folding of the framework into a more compact shape.

Abstract: The covering structure has retention members for location beside a surface to be covered. A suspension member, having a plurality of mutually hinged segments, is pivotally connected at its ends to the retention members. Locking pins are provided for locking the segments to each other and to the retention members. A covering membrane is coupled to the segments by suspension members.

Abstract: Principal members of structures are manufactured as foldable assemblies of like size and shape structural members, foldable for handling, packaging, shipping, and storage, and unfolded into their respective principal member configurations. Each like size and shape structural member has its opposite end surfaces formed on a sixty degree bias, whereby one longitudinal edge surface is longer than the other opposite edge surface, thereby creating opposite trapezoidal side surfaces. Each of these members has two spaced holes formed along its centerline, and each of these holes is equally spaced from a respective bias end. Regarding relative design dimensions, the respective longitudinal centerline length of each like size and shaped structural member is given the formula dimension, L, then the space between holes, X, is equal to 0.464L, and the space from each hole to centerline end, Y, is equal to 0.268L.

Abstract: A frame structure having collapsed and erected conditions and comprising a plurality of rigid frame sections (21) hingedly connected one to another by hinges (23). An erection means is provided for effecting relative pivotal movement between the frame sections to erect the frame structure. The erection means comprises at least one cable (39) having one end thereof connected to one of the outer frame sections (21a) and the other end thereof fixed to a power device (40) connected to the other outer frame section (21a) whereby operation of the power device to tension the cable effects movement of the outer frame sections in a direction towards each other.

Abstract: A prefabricated building structure includes a hip roof that is collapsible so that the building structure may be transported from a manufacturing site to an assembly site, such as a homesite, in compliance with governmental regulations related to height and width restrictions on public highways. The building structure with the hip roof offers an alternative to the conventional gabled roof used in prefabricated houses and other buildings. The prefabricated building structure includes modular units secured together to provide an integral building structure, at least two of the modular units each including a collapsible, complementary hip roof system.

Abstract: A portable building system of variable size (20) consisting of a series of individually collapsing web beam frames (22) which serve simultaneously as a support structure for the exterior covering material (30) and as a support structure for a highly adaptable interior furnishing system. Individual web beam frames (22) are comprised of multiple segments including vertically oriented outer segments (32) which have a width measured horizontally in the plane of their span sufficient to support furnishing components 26 substantially within an area directly between a pair of consecutive outer frame segments 32 in a strong and convenient manner. Additional overhead segments (34) are joined to each other and to outer segments (32) with corresponding mortise (36) and tenon (38) like surfaces for a fast and positive assembly. Purlins (24) attach to the frames, joining them in sequence.

Abstract: A frame structure having collapsed and erected conditions and comprising a plurality of rigid frame sections (21) hingedly connected one to another by hinges (23). An erection means is provided for effecting relative pivotal movement between the frame sections to erect the frame structure. The erection means comprises at least one cable (39) having one end thereof connected to one of the outer frame sections (21a) and the other end thereof fixed to a power device (40) connected to the other outer frame section (21a) whereby operation of the power device to tension the cable effects movement of the outer frame sections in a direction towards each other.

Abstract: A trussed structure includes at least a pair of parallel trussed girders. In one of the trussed girders, an upper chord member and a lower chord member are joined through lattice members. The trussed structure includes at least a pair of prestressing members spanning between the opposite sides of the trussed structure. The central portions of the prestressing members are disposed below the end portions of the prestressing members, and connected to the lower chord members so as to pull the lower chord members upwardly. The central portions of both of the prestressing members are disposed between the adjacent trussed girders.

Abstract: A hinged building truss, such as a roof truss, includes elongated wooden structural members connected by a double hinge joint. The joint has a central elongated flat plate having first and second pivots located toward respective ends of the elongated plate. First ends of first and second flat plates overlap first and second ends of the central flat plate and rotate in the plane of the plates at the first and second pivots, respectively.The first and second plates each include a plurality of teeth, struck from second end areas of each plate, for fastening each plate to a face of a structural member to be pivoted. The structural members can thus be rotated about the pivots. The length of the elongated plate between the overlapping portions of the first and second plates is sufficient to accommodate sheet sheathing attached to each of the structural members when the double hinged joint is in folded position with the structural members substantially parallel and adjacent to each other.