Abstract: A moveable and demountable wall panel system for defining an office space with a plurality of wall panels disposable in a substantially upright manner between a floor and a ceiling each having respectively a series of uppermost and lowermost deviations. The system includes at least one prefabricated frameless panel, the top edge of each panel being provided with a ceiling track configured for being removably insertable into a corresponding ceiling rail. The system also includes a bottom floor channel associated with each corresponding panel and being configured for operatively resting against the floor opposite to the ceiling rail. The system also includes first and second height adjustment assemblies associated with each panel and insertable into a corresponding bottom floor channel.

Abstract: A wall panel of a moveable and demountable frameless wall panel system that is secured between a floor of a room and a ceiling rail secured to a ceiling of the room. The wall panel includes a frameless panel, an upper clamp assembly, a ceiling track configured to be removably inserted into the ceiling rail, a lower clamp assembly, a first height adjustment mechanism secured to the lower clamp assembly, a second height adjustment mechanism, and a bottom floor channel receiving the first height and second height adjustment mechanisms.

Abstract: A wall panel of a moveable and demountable frameless wall panel system that is secured between a floor of a room and a ceiling rail secured to a ceiling of the room. The wall panel includes a frameless panel, an upper clamp assembly, a ceiling track configured to be removably inserted into the ceiling rail, a lower clamp assembly, a first height adjustment mechanism secured to the lower clamp assembly, a second height adjustment mechanism, and a bottom floor channel receiving the first height and second height adjustment mechanisms.

Abstract: A support post for a safety fence assembly. The support post has a floor engaging end that has a number of claws, a shaft coupled at one end to the floor engaging end, a first longitudinally extending telescoping tube, a second longitudinally extending telescoping tube adapted for sliding telescoping engagement with the first telescoping tube, a ceiling engaging end, and an over-center locking lever assembly. Each of the claws has a number of sharp penetrating points for engagement with a supporting surface. The shaft has a free end which is threaded along at least a portion of its length. The first longitudinally extending telescoping tube has an internal nut for threaded engagement with the shaft. The ceiling engaging end is coupled to the second telescoping tube. The over-center locking lever assembly fixes the relative position of the first and second telescoping tubes.

Abstract: A connector to connect a pair of components of a building and transfer a load from one to the other. The connector comprising a pair of members, each to be connected to a respective one of the components, and an adjustable abutment acting between the members to inhibit relative movement between the members in one direction. The ratchet mechanism acting between the members to permit movement in the one direction and to inhibit relative movement in an opposite direction, whereby adjustment of the abutment to cause relative movements in the one direction is accommodated by the ratchet mechanism.

Abstract: An adjustment system for connections between metal structures which consists of two plates. The adjustment system comprises a first plate (1) provided with four radial slits (4), where one part of the structure to be connected can be joined, and a second plate provided with four circular slits (5) where another part of the structure to be connected can be joined. Joining screw pins (3) pass through the radial slits in plate (1) and through the circular slits in plate (2) in order to join the two parts by means of the corresponding nuts (6) which tighten the said plates together. The adjustment system makes it possible to adjust the position of the two plates (1 and 2) with respect to their movement on axes X, Y and Z.

Abstract: An alignment jig uses steel alignment cross members and chords to align multiple load bearing member footing legs simultaneously with great accuracy, thereby greatly speeding construction footing installation times. Using preset adjustment stops, multiple footing patterns may be readily accommodated. The entire alignment jig may be readily assembled or prepared for transport by skilled workers in an hour or less. By using the alignment jig, the speed of footing construction may be greatly increased. In some cases, footings that would have previously required four days to a week to build were reduced to a single day, with consequent cost and time savings. Although one initial use of the alignment jig is for high voltage power line tower footings with four legs, it may be used with as few as two legs, and may be used with more than four legs, and in a variety of applications.

Abstract: In certain embodiments, a tower lifting system comprises a primary lifting system and a secondary lifting system. The primary lifting system includes a lift cap configured to support a tower section to be lifted, the lift cap having a first plurality of hoists, and a lift pole coupled to the lift cap, the lift pole having a lifting mechanism configured to lift the lift cap, the lift pole, and the tower section to be lifted from within a previously lifted tower section. The secondary lifting system comprises a second plurality of hoists configured to raise the tower section to be lifted to the lift cap from a tower foundation.

Abstract: The mounting device has a mounting frame (2) that includes means for securing the sanitary body. A covering (14, 15, 26) is positioned on the mounting frame (2), said covering concealing the mounting frame at least at the front. The covering (14, 15, 26) has at least one first decorative element (15) that conceals the mounting frame (2) at the front and is secured to the mounting frame (2) and at least one second decorative element (26) that conceals the mounting frame (2) at the top. The second decorative element (26) forms a removable cover for a cistern (5) mounted in the mounting frame (2). The covering (14, 15, 26) preferably has at least two further decorative elements (14) that conceal the mounting frame (2) at the sides.

Abstract: The invention describes a process and a unit, both enabling to attach a wind turbine tower to a foundation, as well as describes also a wind turbine incorporating the unit. The process features a stage of installation of a support element for the transmission of stresses from the tower to the foundation, followed by a stage of levelling the support element and pouring foundation concrete up to the support element's lower side so that the lower side is adhered to the poured concrete once it has set. The unit comprises at least one support element.

Abstract: A stackable shim system. A first shim includes a receiving feature, an attachment feature, and a main portion having a first thickness. A second shim also includes a receiving feature, an attachment feature, and a main portion having a second thickness. The receiving feature of each shim is configured to engage with the attachment feature of the other shim such that either shim can be removably attached to the other to create a stacked shim having a main portion having a thickness that is the sum of the first and second thicknesses. The shims may be conveniently used for taking up space and/or accommodating for irregularities in construction materials.

Abstract: A deck system and pedestal for use in forming an elevated surface are provided. The pedestal for supports blocks, pavers, tiles, or panels a spaced distance above an underlying surface. The pedestal for supporting blocks, pavers, tiles, or panels a spaced distance above an underlying surface, includes a support, a sound-deadening pad, and a bosses and recess arrangement positioned between the support plate and pad. The support includes a support plate having an upper surface and a plurality of upstanding walls that define quadrants on the support plate. The sound-deadening pad is positioned on the support plate and is non-movable within the support to prevent any relative movement between the support plate and the pad. The bosses and recess arrangement includes a plurality of bosses are received by the plurality of recesses.

Abstract: A support structure for elevating a building surface above a fixed surface and having stability bracing to provide increased stability to the elevated building surface assembly. The support structure includes a plurality of support pedestals that are disposed in spaced-apart relation on a fixed surface. Stabilizing braces are attached to the central section of adjacent support pedestals to interconnect the support pedestals. The stabilizing braces may attach to the support pedestals using anchoring members that are anchored to the support pedestals. Interconnecting the support pedestals in such a manner creates a stable elevated building surface assembly that can be utilized in unstable environments, such as seismically active geographic areas. The support pedestals can be adjustable-height support pedestals.

Abstract: Ball pivot assemblies for mounting panels to a cable regardless of panel geometry or orientation include a ball pivot. The ball pivot includes geometry configured to enable a panel to pivot about the ball pivot in a plurality of orientations in a plurality of planes with respect to the cable. One or more implementations of the present invention can include a ball socket configured to receive the ball pivot, and provide a secure interface between the ball pivot assembly and the panel. Also, systems of at least one implementation of the present invention include a plurality of panels mounted to one or more cables using one or more ball pivot assemblies. In addition, one or more implementations of the present invention include methods of mounting panels using one or more ball pivot assemblies.

Abstract: A bleacher seating system provides a compact, automatically extending and retracting set of seating rows, where each seating row can be set at two or more different heights or slopes to provide different sightlines for spectators of different events. The bleacher seating system may be extended, retracted, raised, and lowered by a single operator, and may be retracted into a compact storage configuration, such as a configuration that is only about two seating rows in depth. The seating rows are independently raised and lowered by lift mechanisms, which include lock mechanisms to stabilize and lock each seating row at the different preselected heights. Optionally, a controller is provided for coordinating the powered extension, retraction, raising, lowering, and locking sequences of the seating system.

Abstract: A bar system for building, the system provided with a plurality of bars, a level adjustment mechanism, and a dampener. Each of the bars having a recess positioned in a shank portion, with bars being adapted in use to at least partly enclose the level adjustment mechanism. The level adjustment mechanism including level adjustable projections adapted to project from the bars against a support structure, and provided with a surface which extends in a longitudinal direction of the bars, as seen in the use of the system, and with engagement adapted for engagement with recess. The shank, which the recesses that is adapted to engage with the engagement, is adapted to press the engagement towards level adjustment during application of the bars to the level adjustment, and recess is adapted to allow the engagement for moving resiliently back for engagement with recess in an interconnected position.

Abstract: A system for restraining relative lateral and/or vertical movement between adjacent support tiles of an elevated building surface assembly. The system is usable with a support structure including a plurality of support pedestals that are disposed in spaced-apart relation on a fixed surface and that are disposed beneath corner portions of surface tiles to vertically support and elevate the tiles above the fixed surface. The system includes stability members that may be inserted into predetermined gaps between adjacent surface tiles so as to be fit between adjacent surface tiles to restrict lateral and/or vertical movement of the tiles. Fasteners may be placed through apertures in inner portions of the stability members into the top surface of the support pedestals to further secure the stability members to the support pedestals.

Abstract: The invention relates to an assembly system used to form insulating floors, in which two types of elements are coupled to one another, namely: hollow prismatic floor modules (100) including one face (110) which forms the load-supporting useful surface and containing cylindrical elements (160, 162, 164, 166) for receiving coupling elements (200); and coupling elements (200) comprising cross-shaped elements with U-sections forming the arms thereof, intended to receive the vertical faces (140, 142, 144, 146) of the floor modules (100), and posts (230) which are coupled to the corresponding hollow cylindrical elements (160, 162, 164, 166) of the floor modules (100) to be joined. The geometric configuration of the modules (100) and the coupling elements (200) ensure that the load on the assembled floor is transmitted to the ground through the vertical walls (140, 142, 144, 146) of the prismatic body (100), the coupling elements (200) and a central cylindrical load body (170).

Abstract: A stabilizing system for a deck system has a plurality of pedestals, a plurality of connection locations on a periphery of the pedestals and at least one stabilizing member secured g between the pedestals. Each of the pedestals supports corner portions of adjacent blocks, pavers or panels a spaced distance above an underlying structure extending generally parallel to the blocks, pavers or panels. The plurality of connection locations on a periphery of the pedestals are located both proximate the supported corner portions and proximate the underlying structure. At least one stabilizing member in the form of a stabilizing bar, elongate wires, wire rope, cable or rods is secured to and extends between the connection locations of at least two of the pedestals.

Abstract: In one embodiment, a modular dwelling comprises a beam connector comprising a body and multiple arms that extend out from the body, structural beams comprising outer sides that define elongated channels that extend along a length of the beams, each beam being connected to an arm of the beam connector, a locking means that secure the structural beams to their associated beam connector arms, and a structural panel that comprises multiple edges, at least one edge of the panel being received by a channel of at least one structural beam.

Abstract: An adjustable and reversible pillar includes a reversible substantially rectangular parallelepiped pillar housing resting on a base. The first and second ends have corresponding first and second mounting flanges extending therearound. The housing is hollow. The mounting flanges each extend inwardly of the walls and into the cavity. Either of the first or seconds ends is adapted for mounting on the base. At least one of the housing walls is selectively removable. At least the upper surface of the base is sized to mate with the first or second ends of the pillar housing by mounting of the corresponding first or second mounting flanges onto the upper surface of base. Vertically adjustable feet are mounted to the lower surface of the base.

Abstract: A modular assembly capable of converting from a shipping container configuration into a building unit, and from a building unit into a shipping container configuration. From the shipping container configuration, a plurality of frame panels and unit panels moveably connected to a frame of the modular assembly are selectively positioned to form the floors, walls, and ceilings of the building unit configuration thereby forming a living and/or commercial structure complete with electrical, water and sewage connections. The assembly may include an automated erection system, which may include a system of electric motors, gears, pulleys, cables, automated mechanical arms and electronic controls, located within the container structure of the modular assembly, and which interact with a plurality of frame panels and unit panels to deploy and retract the plurality of frame panels and unit panels for constructing the shipping container configuration and building unit configuration.

Abstract: A lifting mechanism for a concrete structure is provided through means of a void former and anchor assembly which it cast in place to provide an accurate recess in the structure having two or more spaced divergent anchors therein. The anchors define annularly aligned apertures within the recess. A lifting shackle of an arcuate configuration complimental with that of the recess is received within the recess and carries an arcuate locking bolt extendable through the aligned apertures.

Abstract: A telescopic mast system includes a telescopic mast comprising a plurality of telescopic mast sections and a drive mechanism for extending and retracting the telescopic mast sections. The drive mechanism includes a rigid chain having one end connected to a last one of the telescopic mast sections to move the telescopic mast sections and a plurality of guide plates cooperating with the telescopic mast sections to prevent buckling of the rigid chain.

Abstract: A modular free standing structure and an adjustable footing configured to support the modular free standing structure are described. The structural footing comprises a support member having a support surface configured to provide vertical support to one or more modular platform structures, a base member, and an adjustable leveling mechanism disposed between the support member and the base member, and configured to level adjoining modular platform structures by adjusting a height of the support member relative to the base member about a vertical axis of the structural footing.

Abstract: A composite beam chord is between first and second reinforcement plates. The beam chord includes a first ply of reinforcing fibers with a fiber orientation of +? degrees with respect to a longitudinal axis of the beam chord and a second ply of reinforcing fibers with a fiber orientation of ?? degrees with respect to the longitudinal axis. The angle ? is between 2 and 12 degrees for suppression or delay of ply splitting.

Abstract: A site-assembled enclosure of the present invention includes a plurality of upstanding staves arranged side-by-side and held together by top and bottom rails. The enclosure is preferably a pool including a coping extending entirely around and in releasably secured relation to the rails that fasten the upper ends of the staves together and a flexible liner and cover releasably secured to the coping. The wooden staves include opposing vertical edges interconnecting the two staves. The leveling gauge for leveling a construction area preferably includes a threaded rod, a pivot bracket rotatably mounted on the threaded rod, a board extending from the pivot bracket, and a level mounted on the board. A method of assembling an enclosure is also described.

Abstract: A support structure for elevating a building surface above a fixed surface having stability bracing to provide increased stability to the structure. The support structure includes a plurality of support pedestals that are disposed in spaced-apart relation on a fixed surface. A plurality of braces are attached to adjacent support pedestals to interconnect the support pedestals. Interconnecting the support pedestals in such a manner creates a stable support structure that can be utilized in unstable environments, such as seismically active geographic areas. The support pedestals can be adjustable-height support pedestals.

Abstract: The objective of this invention is to provide ease of application for steel armored joints used in industrial concrete floor construction. It provides one step simple and precise installation. Provides a substrate for joint filler compression. Eliminates the need for wood forms and field welding that produces waste. Elevation adjustment and the ease thereof are achieved by vertical slots cut in the upright. The neoprene bolts are to be tightened when the steel is at the desired elevation. Two part armored joints separate as the concrete contracts during the curing process. Then the joint filler product is applied and retained in a permanent encased condition.

Abstract: A support post for a safety fence assembly. The post includes an outer tube having a floor engaging end for engagement with a floor, an inner tube adapted for sliding telescoping engagement with the outer tube, and a ceiling engaging end for engagement with a ceiling coupled to the inner tube. The post also includes a locking lever assembly with a collar element positioned on the inner tube, and a lever pivotable about a pivot pin for moving the collar element to a tilted configuration in which the collar element is tilted relative to the inner tube for engagement of the collar element with the inner tube. The lever is movable between a release position, in which the collar element is slidably movable longitudinally along the inner tube, and a lock position, in which the collar element is tilted relative to the inner tube and engaged therewith.

Abstract: A wedge set for use in fastening floor joists consists of two interslidable wedge members (1, 2) adapted to abut each other along cooperating first abutment surfaces (3, 10), each wedge member (1, 2) having a second abutment surface (4, 11) forming an acute angle with the corresponding first abutment surface. The second abutment surfaces (4, 11) on the two wedge members (1, 2) of the wedge set extend substantially parallel to each other. The wedge members (1, 2) have cooperating locking means (6, 7, 13, 14), which are adapted for retaining them from a mutual displacement so that the distance between their second abutment surfaces (4, 11) is reduced, and retaining means (9, 15), which are adapted for retaining the first abutment surfaces (3, 10) in abutment with each other. The first abutment surfaces (3, 10) are plane and the locking means (6) consist of ratchets.

Abstract: An improved building technique includes setting at least one wall for a building into a final position, and then subsequently match-casting a foundation or floor for the building, the foundation/floor being in contact with the base of the wall and helping to secure the wall.

Abstract: Embodiments of the invention described herein pertain to a collapsible staircase comprising a plurality of tread assemblies. Each tread assembly is disposed adjacent to at least one of another of the tread assemblies and includes a tread plate and a first and a second telescoping support member attached to a rear surface of the tread plate. The first and second telescoping support members of each tread assembly are operable to slideably engage the telescoping support members of the adjacent tread assemblies for adjusting a height of the staircase and for defining a substantially fixed angle between the tread plates of each of the tread assemblies.

Abstract: An adjustable shim includes a first member having a fastener opening for attachment by a screw to a frame, and a protrusion defining a coaxial threaded opening spaced from the fastener opening. A second member has a protrusion telescopically mounted on the first member and has a hollow bolt threadably located in the threaded opening coaxial with the fastener opening. The head of the hollow bolt is accessible through the second member protrusion, so that a screw can pass through the bolt to the fastener opening, and the head of the bolt is restrained from axial movement relative to the second member, so that rotation of the bolt causes the first and second members to move telescopically.

Abstract: A pole mounted rotation platform and wind power generator that is secured to an existing structure, which may or may not be vertical, to augment an existing power grid. The pole mounted rotation platform and wind power generator includes a wind sail assembly and a platform capable of rotating about the existing structure. The pole mounted rotation platform and wind power generator may be assembled, secured, leveled and aligned to the existing structure as component parts and in such a manner that any existing equipment on the existing structure does not need to be repositioned or relocated. During usage, the wind sail assembly rotates about the existing structure via the rotation platform, the resulting rotational energy is converted to electrical power, and the electrical power is output to a suitable power-using, -storing or -converting system.

Abstract: An adjustable leveling system for leveling foundations subject to subsidence and frost heave and is particularly suited for use in permafrost and cold regions as characterized by an adjustable leveling system comprising a base for supporting a hydraulic leveling jack wherein the leveling jack has a hollow support tube mounted thereon and the support tube extends upwardly from the hydraulic jack.

Abstract: A modular columbarium has side panels joined to front uprights by bolts on bent front tabs on the front panels and, respectively, the panels are joined to the rear uprights by L-shaped tabs that can be housed in slot in the rear uprights. The bottoms of the front uprights are extended by height-adjustable legs to adapt to any unevenness of the ground, a lower base panel being fastened between the legs. The front uprights are connected to each other by font crossbars, the crossbars comprising a longitudinal guide, whereon blocking elements are positioned that can move laterally along them. The longitudinal guide has slots for the projecting tabs of the front covers to pass through. The guide has central openings wherethrough the blocking elements can be actuated to block or release the front covers.

Abstract: A foundation for a structure comprises a plurality of segments. To build the foundation, a foundation bed is excavated, and a stable, substantially level and horizontal subbase is built in the foundation bed. A foundation segment of the structure is set down on the subbase, such that at least three vertically adjustable support poles fixedly attached to the foundation segment contact reinforced points of support on the subbase. A remainder of the foundation bed is then filled with foundation mass to a level above a bottom rim of the foundation segment.

Abstract: The invention includes various embodiments of a tilt-up wall brace dolly and method of use. Tilt-up wall braces incorporating the tilt-up wall brace dolly features are also disclosed. The embodiments of the invention are useful in the construction industry, particularly the erection and temporary bracing of tilt-up walls.

Abstract: Prefabricated reinforced stackable concrete panels are provided for forming walls and roofs of multi-story buildings. Each panel has an embedded grid of vertical and horizontal steel rods secured together where they cross. The grid is anchored by brackets welded to a base plate along the bottom of each panel, and to another plate along the top. Leveling means (screw jack devices) are anchored to the top plate. At ground level the base plate of each prefabricated panel is welded to an elongated plate embedded in the concrete foundation. A second story is formed by stacking panels on a floor pan anchored to the leveling means of the first story panels, and a pour of concrete completes the inter-story floor, embedding the leveling means. Successive stories and roof panels may be added and anchored to the stories below in the same manner, creating an exceptionally strong structure of up to six to eight stories, firmly anchored to the foundation by the tying together of the reinforcing grids of the stacked panels.

Abstract: A slope adjustable head for an adjustable pedestal (10) for supporting beams, panel members, typically pavers, in accurate edge aligned relation, in a level plane is disclosed. The pedestal (10) includes a base block (12) and a series of inter-engaging threaded annular elements (20, 30) which can be rotated relative to each other to adjust the height of the top of the pedestal in a screw jack fashion. A slope compensator is located at the top of the pedestal and comprises a slope compensation plate (100) and a head member (50). Rotation of the slope compensation plate (100) about its center of curvature causes the angle of the adjustment plate relative to the vertical axis to change thus allowing for compensation for the slope of the surface on which the pedestal is standing.

Abstract: The present invention provides a system for adjusting a position of a post within a pile. The system includes a post including a vertical groove on one side and a vertical groove on another side for accommodating a sound wall panel. The system also includes a pile including a vertical bore into which the post is inserted. A set of three screws are spaced evenly around an exterior circumference of the post near a bottom of the post, wherein at least one screw contacts an interior circumference of the bore so as to adjust a position of the post within the bore. The system further includes a collar for fastening the post to a top of the pile at an opening of the bore.

Abstract: Disclosed is a floor channel assembly including a floor channel, at least one leveling assembly, and a support member which work in conjunction to hold a wall panel in a level, square, and plumb arrangement. Each leveling assembly allows for gross and fine height adjustment, by selectively placing the leveling assembly on one of several sides which correspond to a desired gross height adjustment. Fine adjustment is accomplished by including an adjustable member, such as a threaded member, on the leveling guide.

Abstract: A plastic shim that has a hole for fixing the shim to a wide variety of objects. The shim may also be breakable for use with smaller applications, while also being usable for larger applications without breaking. In a preferred embodiment, each of the breakable sections has a hole for a screw or nail, so that each of the breakable sections is separately affixable.

Abstract: A load plate sleeve assembly for maintaining a load plate in position between adjacent concrete slabs and facilitating controlled lateral movement of the load plate includes a housing and an insert clip coupled to the housing. The housing includes a top wall, a bottom wall, opposing side walls extending between the top and bottom walls, and an end wall extending between the top and bottom walls, and between the side walls. The walls define an internal cavity, and the housing includes a cavity access opening. The insert clip includes a opposing side walls having a first end and a second end. The insert clip also includes an end wall extending between the side walls, a plurality of deformable centering fingers extending from the side walls, and a collapsible diamond shaped center support extending from the end wall. The insert clip is positioned inside the internal cavity of the housing.

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: Composite structural members and methods for forming the same are disclosed. In one disclosed embodiment, a composite structural member includes a central structural portion comprised of a reinforced, polymer-based material and having a length, a first side and an opposing second side extending along the length. A first reinforcement member fixedly coupled to the first side and a second reinforcement member fixedly coupled to the second side.

Abstract: Composites, products made from composites and method of producing same are provided. The present invention includes an injection moldable product made from a composite material at least composed of balanced mixture of thermoplastics and fibrous components. The injection moldable product is formed into a body that has a wedge-shape, a shim-shape or the like wherein the body includes one or more cored regions extending though at least a portion thereof.

Abstract: The invention relates to a mobile structure for adapting surfaces, which is formed by a grid assembly (1) which is supported at grid nodes by telescopic columns (2) which can be individually extended in order to use the grid assembly (1) to form a variable surface comprising relief elements.

Abstract: A, support bracket and column for supporting an elevated structure during and after construction. The support bracket includes a connection plate that is attached to and overlapped by the column base so that the support bracket is concealed from view when construction is completed, and variations of the support bracket provide means to raise or lower the attached column during construction.