Abstract: The present invention provides a sill plate for use between a foundation and a frame of a structure for attaching the frame to the foundation. The sill plate includes an elongated sill board and a compressible seal member attached to a side of the sill board, the seal member for placement adjacent the building foundation for sealing the joint between the foundation and the sill plate. In a preferred embodiment, the sill board is formed of a composite material including wood or reclaimed wood. Additionally, the present invention provides a method of installing a sill plate on the foundation of a building.

Abstract: A fastener assembly 10, in respect to forces which are subsequently applied, after the installation thereof, when forces is applied in one direction, this fastener assembly 10 is self adjusting incrementally, as needed in travel or actuation; yet when a force is applied in the opposite direction, this fastener assembly 10 is not self adjusting and there is no travel or actuation.

Abstract: A novel clip for spacing wall panels above a floor during the construction of a partition comprises a clip with a clip portion with a radius, with a long leg and a short leg emanating in substantial parallel relation from each end of the radius. The short leg further includes a clip flange that projects transversely from the plane of the short leg and away from the long leg. The clip portion is compatibly sized to fit onto a floor plate flange. The clip flange is capable of retaining a load when the bottom of a wall panel is mounted thereon, holding the lower edge of the wall panel at a predetermined height above the floor.

Abstract: A method for supporting manufactured home structures by preventing their deterioration and devaluation through the installation of a robust foundation system. The foundation system comprises of a concrete footing, long lasting wall panels and roof panels made from steel and cellular concrete. The manufactured home can be modified to accommodate the said installation. The wall panel is attached to both the manufactured home and foundation footing below the manufactured home to provide foundational supports for the exterior walls of the manufactured home. Roofing panels can then be installed to the top of the manufactured home and newly installed wall panels for further protection. The benefits of this method allows the owner of the newly retrofitted or installed manufactured home to claim their home as real property instead of personal property thus allowing them qualify for long term mortgages.

Abstract: A prefabricated foundation is provided using a plurality of concrete panels that are cast at a factory location to a predetermined uniform form and size. These panels are of a generally rectangular shape and are positioned end to end forming a wall-like structure around the entire perimeter of a prefabricated structure. The lower surface of the panels are then supported by a plurality of precast posts that correspond in position and number to the joints between the plurality of panels. The joint between two abutting precast panels is sealed to provide a weather tight fit between the exterior and interior of the panels. The upper edge of the precast panels are locked in position keeping them from moving in either an inward or outward manner thereby providing a stable platform upon which a prefabricated structure can be placed.

Abstract: An elongate flexible track is flexibly positionable from an initial straight configuration to a non-straight configuration having a horizontal, vertical or compound curvature in which it is lockable with locking elements. The track has a plurality of stud receiving components each being formed with a horizontal base wall having a longitudinal edge and a transverse edge, a side wall on a first side of the track and a side wall on a second side of the track, the side walls extending vertically from respective longitudinal edges of the base wall. The base and side walls define a space in which a stud end of an elongate stud can be mounted. Adjacent stud receiving components are joined by linking elements which include pivot elements about which the linking elements are adjustable in one or more directions. At least one locking elements passage is provided on each side of the track.

Abstract: A hold-down for securing first and second support members in a portion of a building to an anchoring device extending from another portion of the building. The hold-down may include a first flange having securement apertures therethrough configured to receive fasteners adapted to secure the first flange to the first support member. A second flange may have securement apertures configured to receive fasteners adapted to secure the second flange to the second support member. A base may connect the first and second flanges and have an aperture sized and positioned to receive the anchoring device therethrough. The first and second flanges may be configured to be loaded substantially exclusively in tension by the anchoring device.

Abstract: A telescoping pier foundation system (100, 100a, 100b) comprises generally an outer shell preferably made of a tough material, such as, a suitable polymer or a metal alloy, having an internal cavity (12) for receiving cementitious mixture. The outer shell comprises a stationary portion (10) and at least one longitudinally telescoping member (30) in longitudinal alignment with one another and connected to one another to achieve a given height, length or depth for forming a pier foundation. After the at least one telescoping member (30) is raised to meet a structural member (80, 80a) of a building and secured to the structural member, the internal cavity (12) of the outer shell is filled with cementitious mixture and cured to form a composite pier foundation.

Abstract: A post tensioned wall includes accessible clamping plates at the ends of selected tensioning rods. Each post of a fence section is welded to a corresponding clamping plate to mechanically attach the post to the tensioning rod extending from a footing or foundation and through the wall.

Abstract: A building construction system and method which includes an attachment or fastener device and a tool element for applying the device to a lower reinforcing rod. The reinforcing rod is part of a building section which includes a wood or lumber section and a lower concrete layer. The attachment device is utilized to securely retain a lumber section to a lower concrete area. The overall design is such that construction and labor time is significantly reduced.

Abstract: Lateral motion devices are used in conjunction with shear assemblies to further dissipate shear forces on buildings. In one embodiment, the lateral motion device is interposed between the shear assembly and the upper portion of the wall to permit relative motion therebetween and to absorb and dissipate a portion of the shear forces through expansion and/or compression of spring members. In another embodiment, the lateral motion device is interposed between the foundation and the bottom of the shear assembly and in yet another embodiment, the lateral motion device is embedded in the foundation so as to be interposed between the anchor bolt and the foundation. The shear assembly can be either a panel assembly or an A-frame assembly.

Abstract: A rectangular tilt-up concrete tank includes a concrete slab with a metal plate anchored thereto, the metal plate defining at least one substantially linear concrete side wall location. A plurality of preformed concrete side panels each having metal plates attached along a bottom edge and opposing side edges are welded in a liquid-tight weld to the metal plate defining the concrete side wall location and a side metal plate of each side panel is welded to a metal side plate of an adjacent side panel in a liquid-tight weld to define a concrete side wall. Horizontal and vertical post-tensioning sleeves are provided in the side panels for receiving post-tensioning tendons.

Abstract: In a system for making walls, at least two pairs of connector plates are provided, each including receptacle for receiving an end of a structural member. At least one spacer plate is located between and rotatably coupled to successively positioned connector plates. To form a wall, a pair of connector plates is coupled via the retaining means, one to each of a pair of generally opposing ends defined by structural members. The connector plates are rotatably movable relative to the spacer plates thereby allowing the structural members to be oriented relative to one another so as to form a surface having desired contours.

Abstract: A fastener assembly 10, in respect to forces which are subsequently applied, after the installation thereof, when forces is applied in one direction, this fastener assembly 10 is self adjusting incrementally, as needed in travel or actuation; yet when a force is applied in the opposite direction, this fastener assembly 10 is not self adjusting and there is no travel or actuation.

Abstract: A hold-down system used to secure a building structure to the foundation, thereby enabling the building to better withstand forces like high winds and earthquakes because these forces may then be distributed to the foundation. The hold-down system is characterized as being continuous and having stackable, individual take-up units. A continuous hold-down system allows the system to compensate for shrinkage or crushing of the building's frame throughout each level of the building because the anchor of the system is always in communication with the foundation of the building. The individual take-up units are stackable allowing each level of the system to compensate for shrinkage or crushing on that level as well as adjacent levels.

Abstract: A wall system comprising a plurality of multi-section panels coupled by posts disposed between adjacent multi-section panels wherein each multi-section panel comprises at least two panel sections, each panel section comprising an inner core including a pair of panel surfaces or sides at least the major portion of which is covered by an intermediate member, an upper and lower edge each disposed within a cap and an outer surface covering at least the major portion of the intermediate members and the caps.

Abstract: The present invention is a polymeric panel system and method for production and use thereof, enabling the rapid construction of a building foundation wall or other structure and in particular a below-grade foundation. The polymeric foundation system includes polymeric wall panels and other components suitable for withstanding lateral and end compression loads. The walls include two parallel faces separated by a series of webs or ribs, where the webs and faces of the wall panels may be formed of a similar polymer material such as polyvinylchloride (PVC). The wall panels and/or other components may be extruded so as to enable the rapid production of sections of wall panels, where the panels may be cut to length and then affixed to adjacent panels to form a foundation wall. The method of affixing adjacent panels may include welding, gluing or other techniques and may be performed on the job site or in a pre-fabrication facility.

Abstract: A method for using tilt-up panels with chamfered sides, extensions below the panels ad receptacles for removable eyelets approximately ? of the way up the panel. Inserts may be used between the panels to hold epoxy or other materials. The inserts may include a T-shaped form that obviates the need for caulking between the outside portions of the panels.

Abstract: In recent decades within the building industry, there has been a trend toward mass production of building components. The trend has included every part of structures except for the concrete slab the building is built on. The “Threshold Tray and Clip System” uses mass-produced products to be applied to construction of slabs and foundations, allowing sill steps to be built in rough openings with pre-fabricated form parts. The forms remain in the concrete and are permanent. This means that consistent results can be expected. Other mass-produced products, such as door systems, will fit into rough openings more accurately. Over-all quality of the structure will be increased.

Abstract: A curved metal track for receiving a series of metal studs and forming a part of a curved metal wall. The track comprises a plurality of sections with each section being pivotally connected to an adjacent section. Structurally each section comprises a base plate having opposed first and second end portions. Formed in the first end portion is a slit or opening. The second end portion of each section is adapted to be inserted into the slit or opening of an adjacently disposed section. A pivot connector is utilized to pivotally connect the first end portion of one section with the second end portion of another section. There is also provided a pair of opposed stud tabs that extend normal to the base plate and which are adapted to be secured to the sides of a stud. By pivotally connecting the individual sections of the track, the track can be curved and accordingly can be configured to form a part of a curved metal wall.

Abstract: The present invention foundation kit is generally comprised of prefabricated modular components and hardware, which can be used for easily and efficiently constructing a foundation for a moderately sized building such as a house. In another aspect, the present invention kit can be seen as embodying a variety of optional modular components that can be used for constructing steps, landings, and/or decks. In still another aspect the present invention can be seen from the perspective of the methods used in fabricating the components of the kit and for constructing a significant portion of a building from the kit including the kit's associated optional components. In another embodiment the kit is designed to have prefabricated modular wall panels that could be used in the construction of a building having a concrete slab base or foundation.

Abstract: In accordance with the present invention there is provided a force-resisting device for transmitting forces and dissipating and absorbing energy across a discontinuous structural element of a structure. The device includes at least one active element, the active element having defined force versus deflection properties and able to transmit force and dissipate and absorb energy, one end of the active element configured to be connected to a structure, and at least one frame element disposed about a discontinuous structural element, wherein the frame is configured to be connected to a second end of the active element, wherein the active element and the frame element configured to resist forces applied to the structure by transmitting forces across the discontinuous structural element.

Abstract: An automatic, self-energized, length extending, take-up unit for general use in wall hold down systems. The take-up unit is generally installed as a separate element, independent of threaded retaining elements of a hold down system. One embodiment includes an internal, preloaded, coil spring to rotate a threaded sliding member relative to a threaded base member, thereby to extend a height of the take-up unit. A trigger mechanism may be included to prevent unintended actuation of the unit. Additionally, a safety mechanism may be included to prevent inadvertent separation of a base member and a sliding member, thereby to prevent loss of a preload in an energizing spring.

Abstract: A method for erecting structures composed of rammed-earth. A method of rammed-earth building construction is disclosed wherein walls are post-tensioned to enhance the ability of the wall to receive lateral loading without failing in tension. Post-tensioning rods are anchored to a concrete footing, and temporary forms erected alongside the footing. A protective sleeve is disposed around each post-tensioning rod. An earthen mixture is placed between the forms and around the sleeves, and rammed by compaction in a series of stacked courses. When the rammed-earth wall has obtained the desired height, it is topped with a concrete bond beam through which the post-tensioning rods extend. Using the bond beam as a brace against which a retaining plate may push, retaining plates are disposed upon the bond beam and around the threaded upper ends of each rod. A nut is threaded upon each rod and tightened against the retaining plate to draw the rod into tension.

Abstract: A manufactured building system has a pair of pre-stressed multi-stemmed concrete floors. The pre-stressed multi-stemmed concrete floors are adapted to contact each other on one parallel side edge to form peripheral edges and a central joining edge. A part of a building is coupled to a pre-stressed multi-stemmed concrete floor. Also described is a Method of Transporting the pre-stressed multi-stemmed concrete floors with the partial building coupled there to, to a site. Also described is a Method of Manufacturing a pre-stressed multi-stemmed concrete floor.

Abstract: An attachment system and method for coupling a wall and a floor together during and/or after construction, and for facilitating final orientation of the wall and floor, includes first and second members coupled to the respective wall and floor and pivotal about a hinge member. The wall and floor, and thus the first and second members, pivot between an assembly position, and a final position. In the assembly position, the wall or the floor is assembled, and the first and second members are coupled to the respective wall and floor. In the final position, the wall and floor are finally oriented with respect to one another.

Abstract: A hold-down for securing first and second support members in a portion of a building to an anchoring device extending from another portion of the building. The hold-down may include a first flange having securement apertures therethrough configured to receive fasteners adapted to secure the first flange to the first support member. A second flange may have securement apertures configured to receive fasteners adapted to secure the second flange to the second support member. A base may connect the first and second flanges and have an aperture sized and positioned to receive the anchoring device therethrough. The first and second flanges may be configured to be loaded substantially exclusively in tension by the anchoring device.

Abstract: A wall is constructed from precast concrete blocks stacked in tiers in which adjacent blocks are secured together to increase the strength of the wall. Anchors are embedded in the tops of at least some of the blocks. The ends of the blocks have vertical grooves which form a vertical opening when the ends of two blocks abut. The blocks in the tiers are offset so that the openings between blocks in one tier are positioned above the anchors on the blocks on the adjacent lower tier. The blocks in each tier are secured together by a tensioned cable extending through aligned passages in the blocks. Locking members are placed in the openings to secure the ends of the abutting blocks to an anchor in an adjacent lower block.

Abstract: A fastener assembly 10, in respect to forces which are subsequently applied, after the installation thereof, when forces applied in one direction, this fastener assembly 10 is self adjusting incrementally, as needed in travel or actuation; yet when a force is applied in the opposite direction, this fastener assembly 10 is not self adjusting and there is no travel or actuation.

Abstract: A mounting bracket having a vertical member with a back portion and side flanges where the back portion has a plurality of slots and holes and the side flanges have slots at both ends. Adjustably connected to the vertical member is a shoe with a bottom portion and side flanges that extend upwardly and are aligned with the side flanges of the vertical member. The shoe is positioned substantially perpendicular to the vertical member to form a generally L-shaped bracket.

Abstract: A modular protection device for underpinning for protecting underpinning from lawn care equipment includes an elongated trough having a first end and a second end. The first and second ends are open. The elongated trough includes a bottom wall, a front wall and a back wall each extending between the first and second ends. The trough has an open top side and defines a channel for selectively receiving a bottom edge of the mobile home underpinning. A foot is attached to and extends outwardly from the front wall. A plurality of troughs is provided. A coupler assembly for selectively couples a pair of the troughs together.

Abstract: A novel prefabricated shearwall is disclosed with improved structural characteristics in terms of its ability to 1) transfer lateral loads to the foundation, 2) resist bending moments normally arising in conventional shearwalls between hold-down hardware and end posts or vertical framing members, 3) effectively diffuse stresses known to result in nail fatigue, and 4) reduce slippage between the bottom of the end posts and base in response to cyclic loadings. These superior properties result partly from its geometry in lower, or shear force transfer region, accompanied by thrust block/anchor rod assemblies to provide stiffness and strength over the lower portion of the end posts. Furthermore, specialized wrap-around connector plates that cover a portion of the bottom surface of these end posts also contribute to the enhanced prefabricated shearwall design.

Abstract: A substantially preassembled modular frame system for erecting permanent school buildings. The system design, materials, and construction have been pre-approved by state inspectors. The system provides a roof that is extensible from a low position that is configured to permit the system to be transported on highways and fit under common overpasses and bridges to a pitched position that provides a sloped roof profile to improve insulation factors of completed buildings and better shed rain, snow, and debris. The system includes anchor assemblies that are rigidly connected to the frame to inhibit uplift forces acting on the building from distorting or dislodging the building from the foundation. The system also includes preassembled wall panels and a convenient mechanism for emplacing and securing the wall panels within the modular frames.

Abstract: Construction systems and methods for anchoring a structural member of a building to a base member of a building including one or more anchoring devices, each anchoring device having a first portion and a second portion. The first portion of each anchoring device is fixedly attached to the structural member and the second portion of each anchoring device is fixedly attached to the base member. Each anchoring device preferably including a fiber composite material.

Abstract: A system and method for securing the wall framing and roof of a building structure against wind. A cable tensioner, located between two uprights of the wall framing and below the top plate, is attached to an anchor secured in the foundation. A cable extends over the first roofing member, under the top plate, over a second roofing member, through the cable tensioner, and over a third roofing member. In another embodiment, a cable tensioner has a vertical sleeve, a hollow tube affixed to the vertical sleeve, a rod extending through the vertical sleeve, and a nut threaded onto the nut for tensioning the cable.

Abstract: The invention discloses an improved seal for providing protection against water, water vapor, and other vapors from entering into and permeating through a concrete slab. The seal includes three primary functional edges extending from a common junction, a first edge positioned substantially horizontally to be moisture proof fastened to a geo-membrane liner over which a slab is to be poured, a second edge extending downwardly to the first edge to be embedded into a foundation, and a third edge extending upwardly from the first edge to be embedded into the slab. The invention applies to both monolithic and non-monolithic pours.

Abstract: A building structure comprising one or more modular panels (5); a wall locating member (12) positioned between a base (2) and the one or more modular panels (5); a top member (19) placed on top of the modular panels (5); and a plurality of tie rods (14). The modular panels (5) when adjoining to form a wall create longitudinal cavities (16) within the wall. The plurality of tie rods (14) extend through said longitudinal cavities (16) and secure said top member (19), walls (3) and wall locating member (12) to the base (2).

Abstract: A connector (20) for quickly and easily connecting an anchor strap (50) having an upper end (52) and a lower end (56) to a sidewall bracket (73) of a manufactured home (70); the sidewall bracket 70 having an elongate horizonal slot (77). Connector (20) includes a central portion (22) including a cut (44) for connecting strap (50). An attachment portion (30), including a neck (31) and a head (34), is adapted to be maneuverable for easy attachment to slot (77). Attached connector (20) is pivotable about an axis substantially perpendicular to an attached tensioned strap (50). A connector assembly (10) includes strap (50) already attached to connector (20). The method of using connector assembly (10) includes attaching strap (50) to an anchor (80).

Abstract: The present invention relates to horizontal, vertical or angularly disposed diaphragms which resist structural forces. Specifically, the present invention relates to an improved mechanical connection between a structural panel and the framing members that support the structural panel forming a diaphragm. The connection includes: a structural panel having a distal side, a proximal side, and a plurality of edge faces; a frame consisting of a plurality of framing members disposed in registration with the proximal side of the structural panel near the edge faces; a plurality of perimeter fasteners connecting the structural panel to the framing members; and clips or perimeter edging members for reducing bending of the perimeter fasteners attached to a substantial number of the perimeter fasteners. The clips or perimeter edging members for reducing bending of the perimeter fasteners act when lateral forces are imposed on the building structure of which the diaphragm is a part.

Abstract: A hold-down for securing first and second support members in a portion of a building to an anchoring device extending from another portion of the building. The hold-down may include a first flange having securement apertures therethrough configured to receive fasteners adapted to secure the first flange to the first support member. A second flange may have securement apertures configured to receive fasteners adapted to secure the second flange to the second support member. A base may connect the first and second flanges and have an aperture sized and positioned to receive the anchoring device therethrough. The first and second flanges may be configured to be loaded substantially exclusively in tension by the anchoring device.

Abstract: To produce a silo or tank, plates provided with joining flanges are made, both plates and flanges being produced from aluminium alloy. The plates are joined to one another in order to form rings, and said rings are joined to one another in order to form a silo or tank. In order to make the said joins between the shaped plates and between the rings watertight, according to the present invention sealing mastic is applied in a channel formed by two adjoining recesses, each made in the outward-facing free end of one of two flanges engaging on one another.

Abstract: A mounting bracket having a vertical member with a back portion and side flanges where the back portion has a plurality of slots and holes and the side flanges have slots at both ends. Adjustably connected to the vertical member is a shoe with a bottom portion and side flanges that extend upwardly and are aligned with the side flanges of the vertical member. The shoe is positioned substantially perpendicular to the vertical member to form a generally L-shaped bracket.

Abstract: An assembly of concrete forms for use in the placement of concrete, the assembly having a pair of longitudinal form members and a ground engaging member that is in contact with at least one of the longitudinal form members. A first longitudinal form member slidably overlaps a second longitudinal form member such that the length of the combination of longitudinal form members is adjustable. Inverted U-shaped channels are provided at the top of each of the longitudinal form members which allow a male/female overlapping relationship and provide a location to receive the ground engaging member. A radius form member includes a longitudinal form member with a horizontal component or inverted U-shaped channel having successively spaced apart slots thereon, so that the radius form member is flexible. To create an angle, a corner forming bar is also provided for the assembly, extending between two of the longitudinal form members.

Abstract: A dual function connector for connecting a foundation to a structural element to resist both tension and shear forces. The connector is preferably flat with a top section and a bottom section with the top section being askew to the bottom section. In use the bottom section of the dual function connector can be disposed in the concrete foundation proximate to an exterior surface thereof with the top section of the dual function connector extending from said foundation, the structural element can be disposed adjacent to the top section with the side face of said structural element lying in a first plane transverse to the exterior surface of the concrete foundation, and the side face of the structural element can be fastened to the top section of the dual function connector for resisting shear and tension forces.

Abstract: A wall structure comprising a plurality of columns of preformed, lightweight, stacked blocks, with the columns of blocks connected to each other by a plurality of elongated, vertically oriented, support beams. Preferably, the wall structure is operatively connected to a structure by one or more brackets. Each bracket includes a wall engaging portion and a structure engaging portion, and is configured and arranged to allow constrained movement of the wall structure in a predetermined direction. Preferably, the bracket is positioned such that the wall engaging portion is collaterally aligned with the longitudinal axis of a support beam so that one surface of the wall engaging portion is in a confronting relation therewith and an opposing surface of the wall engaging portion is in a confronting relation with a block.

Abstract: A fastener assembly 10, in respect to forces which are subsequently applied, after the installation thereof, when forces is applied in one direction, this fastener assembly 10 is self adjusting incrementally, as needed in travel or actuation; yet when a force is applied in the opposite direction, this fastener assembly 10 is not self adjusting and there is no travel or actuation.

Abstract: An anchor system for attaching a series of structural members to a wall comprises an elongate horizontal track and a plurality of anchor plates. The horizontal track has a pair of spaced apart sidewalls defining therebetween an upwardly facing channel with a restricted opening. The anchor plates each include an enlarged head portion, nailing plate and a relatively narrow strap extending between the head portion and the nailing plate. The head portion is sized to fit within the channel and engage the sidewalls to retain the anchor plates at selected longitudinal positions. The strap is sized to pass between the sidewalls to position the nailing plate normal to the track for attaching a structural member thereto.

Abstract: The present invention provides a joint structure for a building using thin and lightweight shaped-steel, and, in particular, provides a joint structure for fastening and fixing frame members made of thin and lightweight shaped-steel to steel sills and a bolt joint truss structure for forming a main structure of a roof, sufficiently durable against a large earthquake or a strong wind such as a typhoon.

Abstract: A modular building comprising: a foundation floor having secured therein a plurality of anchor elements; a plurality of wall-retaining track elements adapted to engage wall panels of the building, the track elements being securable to the foundation floor so as to define the position of at least the load bearing walls of the building; wall panels locatable with respect to the track elements, each panel including at least one channel or duct formed therein parallel to a longitudinal axis thereof and at least one channel or duct formed therein disposed perpendicularly to and laterally of the longitudinal axis; and a plurality of securing members adapted to pass through and locatable within said channels or ducts, the securing members being anchored at each end thereof so as to maintain the panels in fixed relationship to one another.

Abstract: A hold-down for securing first and second support members in a portion of a building to an anchoring device extending from another portion of the building. The hold-down may include a first flange having securement apertures therethrough configured to receive fasteners adapted to secure the first flange to the first support member. A second flange may have securement apertures configured to receive fasteners adapted to secure the second flange to the second support member. A base may connect the first and second flanges and have an aperture sized and positioned to receive the anchoring device therethrough. The first and second flanges may be configured to be loaded substantially exclusively in tension by the anchoring device.