Abstract: A collapsible formwork element, the element including: a pair of opposing side wall panels; and at least one connector member extending between the side wall panels, wherein the formwork element is movable between an expanded configuration, wherein the opposing panels are spaced apart, and a collapsed configuration, wherein the opposing panels are relatively closer together.

Abstract: Improvements in pre-fabricated modular wall sections to construct a building or house is disclosed. Adjacent side of the wall sections are tapered and dovetailed that lock-in-place. The dovetails are spaced to reduce the height that one section must be lifted to engage in an adjoining wall section. The footers/base plate will also have integrated earthquake or hurricane hold-downs in the footer/base plate that aligns and can be secured from the foundation to the wall sections. The connection of the wall section to the foundation to have counter flashing at the concrete insert and the wall-to-wall sections can be self-flashed. The wall sections can have GPS locators for positioning the wall sections. Plumbing and electrical conduit creating circuits that can be integrated into the walls and are connected sealed or bonded together.

Abstract: A collapsible formwork element, the element including: a pair of opposing side wall panels; and at least one connector member extending between the side wall panels, wherein the formwork element is movable between an expanded configuration, wherein the opposing panels are spaced apart, and a collapsed configuration, wherein the opposing panels are relatively closer together.

Abstract: An insulated concrete form (ICF) system includes a rectangular building block formed of two back to back half beam “C” sections defining a half beam space at each open end of the “” block and defining an intersecting column space orthogonal thereto with interlocking grooves on each corner side of the block. The system also includes a plurality of rectangular building blocks interlocked via the interlocking grooves configured to form a grid of beam space and intersecting column space orthogonal thereto, the resulting grid space configured to be filled with concrete and interstitial rebar to form a concrete wall.

Abstract: A modular barrier panel and a barrier formed therewith and methods and systems for construction of the panel and barrier. The panel includes an aboveground portion and a base portion. The aboveground portion includes a grid-like configuration having a plurality of vents that are sized to limit passage of a human therethrough but that enable viewing through the panel. The base portion includes a plurality of side-by-side, waffle-shaped sections with openings therethrough. The panels can be cast on-site, cured overnight, and immediately installed in the barrier formation. The panels are installed in a trench and the base portions are encased in concrete; the openings in the base allow the concrete to flow to both sides of the panel. Sensors, including cameras and vibration sensors, may be installed in the base section or in the foundation concrete or on the aboveground portion to detect actions on, over, or under the barrier.

Abstract: Buildings which include rudimentary plumbing can be transported as a set of disassembled modular parts and then assembled on site. The assembled building includes a water reservoir in the roof and a sewage reservoir in the base, so as to enable gravity-based water supply and sewage disposal in the absence of traditional plumbing and sewage infrastructure. Building envelope elements having internal reservoirs, and methods for constructing such building envelope elements are also described.

Abstract: A kit (100) for erecting a polygonal reinforced enclosure in situ is disclosed. The aforesaid kit comprises: (a) a framework (110) defining overall enclosure dimensions and having open flank areas; the frame (110) provided with securing means; and (b) a plurality of reinforcement members (120) being securable within the frame (110) by means of the securing means. The kit (100) further comprises a plurality of panels (140) configured to overcast the flank area. The panels (140) are securable to the reinforcement members (120). A volume defined by the framework (110) and the panels (140) is fillable with a filler for solidifying said en closure.

Abstract: A mailbox protector may include a deflection surface adapted to deflect impacting snow and debris thrown by a snow plow. A mailbox protector may also include at least one anchor member in a fixed relation to the deflection surface. It may further include a complementary anchor member adapted to engage the at least one anchor member in a mounting relation. Furthermore, the at least one complementary anchor member may be adapted to be fixedly disposed in an arbitrary substrate such as concrete, or soil.

Abstract: A bridge system is provided that utilizes foundation structures that are formed of the combination of precast and cast-in-place concrete. A method of constructing the combination precast and cast-in-place concrete foundation structures involves receiving at a construction site a precast concrete foundation unit having elongated upright wall members that define a channel therebetween, and multiple upright supports located within the channel; placing the precast concrete foundation unit at a desired use location; delivering concrete into the channel while the precast concrete foundation unit remains at the desired use location; and allowing the concrete to cure-in-place such that the elongated upright wall members are connected to the cured-in-place concrete by reinforcement embedded within both the cured-in-place concrete and the upright wall members. The bridge units may be placed before the pouring step to embed the bottoms of the bridge units in the cast-in-place concrete.

Abstract: Light weight fiber-reinforced polymeric (FRP) structural building panels and panel assemblies, sized and configured for construction of non-portable wall structures permanently fixed to the ground, optionally tying overlying structure to an underlying footer through such panels and panel assemblies. Fiber schedule and fiber orientation in the panels provide enhanced properties of the panels. Fibers are typically oriented within 15 degrees of a top-to-bottom direction in the panel providing, in part, enhanced top-to-bottom crush strength of a panel/wall per length dimension related to mass of the panel/wall per unit length and/or limited deflection of the panel/wall. Panels of the invention also have a bias to deflect toward the surface of the panel which faces outwardly of the building, toward the backfill soil which faces the panel, outside the building.

Abstract: A stud support base device to support a stud for a wall of a dwelling may include a front wall, a back wall being opposed to the front wall, a pair of opposing side walls to connect the back wall and the front wall, and a lattice of interconnecting support walls to support the front wall, the back wall and the pair of opposing side walls. The front wall may include an aperture which extends to the support surface for the stud support base device.

Abstract: The cut stone construction and masonry method is a wall construction technique using the Flemish bond pattern and utilizing natural stone cut in blocks. The technique employs only vertically oriented semi-dry mortar layers between the stones. No horizontal mortar layers are used in the construction, except at the foundation level. Use is made of the dry-stacking, horizontal surface bonding techniques developed by the ancient Egyptians.

Abstract: A modular food storage apparatus for storing dry goods and/or perishable goods. The food storage apparatus may be fixed or mobile. The apparatus includes a scalable frame. A plurality of scalable side panels are securely affixed to the frame. A plurality of scalable roofing panels are securely affixed to the frame and to the side panels. The food storage apparatus may be stationary and affixed to a concrete foundation. The apparatus may be modified with monitoring devices and venting devices for storage of dry goods. The apparatus may be modified for storage of perishable goods using refrigeration or a controlled atmosphere environment.

Abstract: The invention relates to a freestanding wall section and a method of constructing a wall. The invention provides a wall section for use in building a wall comprising: a wall portion having a front face portion and a rear face portion; a connecting portion connecting said front face portion to said rear face portion and defining a cavity therebetween; in which the connecting portion has an aperture for receiving concrete mix and which in use allows the concrete mix to fill said cavity. The invention also provides a method of building a wall using such wall sections.

Abstract: Light weight fiber-reinforced polymeric (FRP) structural building panels and panel assemblies, sized and configured for construction of wall structures. Fiber schedule and orientation in the panels provide enhanced properties of strength of a panel/wall per unit dimension relative to FRP layer thickness and/or mass of the panel/wall per unit dimension. Panel profiles as molded having draft angles, and molds to make such profiles, enhance panel fabrication.

Abstract: A bridge system is provided that utilizes foundation structures that are formed of the combination of precast and cast-in-place concrete. A method of constructing the combination precast and cast-in-place concrete foundation structures involves receiving at a construction site a precast concrete foundation unit having elongated upright wall members that define a channel therebetween, and multiple upright supports located within the channel; placing the precast concrete foundation unit at a desired use location; delivering concrete into the channel while the precast concrete foundation unit remains at the desired use location; and allowing the concrete to cure-in-place such that the elongated upright wall members are connected to the cured-in-place concrete by reinforcement embedded within both the cured-in-place concrete and the upright wall members. The bridge units may be placed before the pouring step to embed the bottoms of the bridge units in the cast-in-place concrete.

Abstract: A supporting structure for an anti-noise barrier and relative assembly method are disclosed. The foundation and the structural post of the barrier are a single continuous piece in the shape of a sheet pile. The sheet pile has a first part and a second part of such a length that, in use, the second part is insertable on the ground to realize the foundation, while, contextually, the first part emerges from the ground upwards. The first part of the sheet pile, besides, is provided with connection means through which to be able to connect the sound-absorbent panels, and with a plate on which to lean the panels themselves in such a way that the arrangement on the ground of the foundation and of the structural post is results realizable in a single phase to then proceed with the second phase of application of the panels.

Abstract: A pre-cast panel has forms mounted thereon for forming post-like flanges and a footing. Upon erection of an array of panels, the flanges and footing may all be cast on-site, with appropriate reinforcing/coupling means present within the form core volumes, by filling such forms with binder material such as concrete. Optionally, an upper beam may also be formed in a similar manner, the pre-cast panel being provided with an upper beam form which is attached to the wall portion of the panel and interconnected to the previously described forms.

Abstract: Light weight fiber-reinforced polymeric (FRP) structural building panels and panel assemblies, sized and configured for construction of non-portable wall structures permanently fixed to the ground, optionally tying overlying structure to an underlying footer through such panels and panel assemblies. Fiber schedule and fiber orientation in the panels provide enhanced properties of the panels. Fibers are typically oriented within 15 degrees of a top-to-bottom direction in the panel providing, in part, enhanced top-to-bottom crush strength of a panel/wall per length dimension related to mass of the panel/wall per unit length and/or limited deflection of the panel/wall. Panels of the invention also have a bias to deflect toward the surface of the panel which faces outwardly of the building, toward the backfill soil which faces the panel, outside the building.

Abstract: A pre-cast panel has forms mounted thereon for forming post-like flanges and a footing. Upon erection of an array of panels, the flanges and footing may all be cast on-site, with appropriate reinforcing/coupling means present within the form core volumes, by filling such forms with binder material such as concrete. Optionally, an upper beam may also be formed in a similar manner, the pre-cast panel being provided with an upper beam form which is attached to the wall portion of the panel and interconnected to the previously described forms.

Abstract: A building structure comprises a post having a vertically extending longitudinal face. A plurality of horizontal logs extends from said longitudinal face and has an end face in abutment with said longitudinal face. The post having an undercut channel in said longitudinal face and extends along said post. At least one of said end faces has a recess aligned with said undercut channel, and a spline assembly extends between said post and said log to secure said log to said post. The spline assembly includes a key located in and extends between said channel and said recess and an insert in one of said undercut channel and said recess. The insert co operates with said key to facilitate relative sliding movement therebetween.

Abstract: Light weight fiber-reinforced polymeric (FRP) structural building panels and panel assemblies, sized and configured for construction of wall structures permanently tied to the ground, optionally tying overlying structure to an underlying wall using such panels and panel assemblies. Fiber schedule and orientation in the panels provide enhanced properties of strength of a panel/wall per unit dimension relative to FRP layer thickness and/or mass of the panel/wall per unit dimension.

Abstract: A system is taught comprising a first plain end concrete structure comprising two side faces extending horizontally to end in two end faces and a second fork end concrete structure comprising two side faces extending horizontally to end in two fork ends; said fork ends each comprising a pair of fork walls that define a slot. The system further comprises a base and a rigid support member embedded in the base, and received within said slot. The slot has a width sized to receive an end face of the first plain end structure such that the end face of the first plain end structure is disposed adjacent the rigid support member. A system of stacked structures is taught, said system comprising one or more stacking structures, each comprising two side faces extending vertically to end in a bottom face and a top face, said top face comprising a top profile and said bottom face comprising a bottom profile.

Abstract: Light weight fiber-reinforced polymeric (FRP) structural building panels and panel assemblies, sized and configured for construction of wall structures. Fiber schedule, layer securement, and orientation in the panels provide enhanced properties of strength of a panel/wall per unit dimension relative to FRP layer thickness and/or mass of the panel/wall per unit dimension.

Abstract: Wall panels and building walls, comprising inner and outer layers, and spaced reinforcing webs extending between the inner and outer layers. Optionally studs extend inwardly from the inner layer away from the outer layer with one of the stud legs on each stud being aligned with one of the reinforcing webs, or the building load delivered to an underlying footer varies less than 50% per 10 foot length of the wall, or height of the wall varies no more than 0.25 inch over a 40 foot length of the wall. The resulting wall panel can provide tough, water-proof, otherwise weather-proof, building systems and buildings.

Abstract: The invention relates to a freestanding wall section and a method of constructing a wall. The invention provides a wall section for use in building a wall comprising: a wall portion having a front face portion and a rear face portion; a connecting portion connecting said front face portion to said rear face portion and defining a cavity therebetween; in which the connecting portion has an aperture for receiving concrete mix and which in use allows the concrete mix to fill said cavity. The invention also provides a method of building a walk using such wall sections.

Abstract: A tough, water-proof building system, and methods of making the system elements and constructing buildings, which provides wall, ceiling, and floor structural panels and corresponding walls, ceilings, and floors. The walls can be designed to have vertical and horizontal strengths sufficient to be used in place of concrete, as an engineered solution, both above grade and below-grade, including in severe weather conditions, such that no concrete need be used except for floor slabs. Panels have inner and outer layers, and structurally reinforcing members. Structurally-reinforcing members extend, typically as a layer and/or stud, the full height of a wall, at spaced locations along the length of the wall. Spaces between the structurally reinforcing members are optionally filled with rigid foam. An optional reinforcing stud is attached to, or overlaid by, the inner layer, and extends inwardly into the building from what is otherwise the inner surface of the building panel.

Abstract: Wall panels and building walls, comprising inner and outer layers, and spaced reinforcing webs extending between the inner and outer layers. Optionally studs extend inwardly from the inner layer away from the outer layer with one of the stud legs on each stud being aligned with one of the reinforcing webs. or the building load delivered to an underlying footer varies less than 50% ser 10 foot length of the wall or height of the wall varies no more than 0.25 inch over a 40 foot length of the wall. The resulting wall panel can provide tough, water-proof, otherwise weather-proof, building systems and buildings.

Abstract: A connector for connecting wall studs of two adjacent floors in a light frame building structure, the connector having a first attachment tab, a seat member, a diagonally slanted support leg, and a second attachment tab, all substantially planar. The connector is intended to be paired and the paired connectors joined by an elongated tie member that pierces the sill plates of the intervening floor structure.

Abstract: The present disclosure concerns embodiments of a wall structure that can be formed from one or more permanent wall forms (or formworks). The wall forms can be prefabricated at a factory or shop in a controlled environment and then shipped to the job site. Construction of the wall structure at the job site generally entails positioning the wall forms at the desired location for the wall structure and then filling the wall forms with concrete. When the concrete cures, the wall forms are not removed and become a permanent part of the wall structure.

Abstract: The present invention provides a building comprising a foundation; a wall supported by the foundation; and trusses supported by the wall. A plurality of hold down assemblies connects at least some of the trusses directly to the foundation. Each hold down assembly comprises an anchor; a tie-rod connected to the anchor; a bearing plate operably associated with an end portion of an associated truss for transferring load to the tie-rod; and a fastener securing the tie-rod to the bearing plate, thereby tying the associated truss directly to the foundation.

Abstract: A modular wall system for a building structure that includes a plurality of pre-fabricated wall sections that are attachable to each other to form the foundation for the building structure. Each wall section forms the entire length of a wall of the foundation. The wall sections include a plurality of steel studs having a track attached thereto at the top and bottom, at least one structural insulated panel attached to the studs, and at least one waterproofing sheet attached to the outer surface of the structural insulated panels to allow the wall sections to be used below-grade.

Abstract: A method of constructing a building or building appurtenance, optionally without structural use of concrete except for floor slabs. The method contemplates excavating a hole to establish a natural base on which the structure is to be constructed, establishing layout locations where upright walls or other supports of the structure are to be erected, establishing a fabricated footer, optionally a fiber-reinforced polymeric footer, along the laid-out locations of the supports, placing pre-fabricated load-bearing fiber-reinforced polymeric building panels or other supports on the fabricated footer, and connecting the pre-fabricated wall panels or other supports to each other according to the structure plan thereby developing load-bearing walls or other supports, and erecting overlying structure on the load-bearing walls or other supports.

Abstract: A tough, water-proof building system provides wall, ceiling, and floor structures, as well as accessories. The walls can be designed to have vertical and horizontal strengths sufficient to be used in place of concrete, as an engineered solution, both above grade and below-grade, including in severe weather conditions. Walls have inner and outer layers, and structurally reinforcing members extending, typically as a layer and/or stud, the full height of the wall, at spaced locations along the length of the wall. The spaces between the structurally reinforcing members are optionally filled with insulating foam. An optional reinforcing stud is attached to, or overlaid by, the inner layer, and extends inwardly into the building from what is otherwise the inner surface of the building panel/wall panel. A building floor can be supported from the load-bearing wall, at locations on the floor support members which are below the top of the load-bearing wall.

Abstract: Methods of fabricating wall panels by generally continuously pultruding a wall panel profile comprising inner and outer layers, and spaced reinforcing webs and/or foam extending between the inner and outer layers, optionally studs extending inwardly from the inner layer, away from the outer layer. The so-continuously pultruded wall panel optionally has male and a female edges. The wall panel is periodically cut for wall panel height, thereby creating an ongoing stream of cut wall panels. The panels are advanced through a corner index station, and indexed at right angles while maintaining orientation of the panels. The wall panels leave the indexing station edge-to-edge. Resin is applied to facing edges of adjacent wall panels. Adjacent wall panels are joined to each other at the facing edges, to make a generally continuous wall panel. The so-joined wall panel is cut to desired lengths.

Abstract: A tough, water-proof building panel, made of fiber-reinforced polymer, is useful in making structural walls, ceilings, and floors of buildings. Upstanding such walls can have vertical and horizontal strengths sufficient to be used in place of concrete, as an engineered solution, both above grade and below-grade, including in severe weather conditions. Panels effectively have inner and outer layers, and structurally reinforcing members. Structurally-reinforcing members extend, typically as layer and/or stud, the full height of the wall panel, at spaced locations along the length of the panel. Spaces between the structurally reinforcing members are optionally filled with rigid thermally insulating foam. Optional reinforcing studs are attached to, or overlaid by, the inner layer, and extend inwardly into the building from what is otherwise the inner surface of the building panel. Panels can be made by e.g. assembling pre-fabricated blocks and/or webs, by evacuating a mold, and by pultrusion.

Abstract: Flood proofing of buildings built on a slab is provided. Water having a depth less than a selected distance H above the slab is excluded from the building by windows, doors and panels that are sealed to prevent water entry. The panels may be applied over a variety of existing veneer materials or may be used in new construction.

Abstract: Light weight fiber-reinforced polymeric (FRP) structural building panels and panel assemblies, sized and configured for construction of wall structures permanently tied to the ground, optionally tying overlying structure to an underlying footer through such panels and panel assemblies. Footers are fabricated by flowing fluid concrete under segments of the wall while anchors extend down from the wall into the space into which concrete is being flowed.

Abstract: An assembly for straightening a basement's wall, the basement having a floor and being covered by joists which are spaced from each other on center distances to define interstitial cavities and are arranged a perpendicular array or a parallel array, the assembly having mounting plate; joist mounting fasteners attaching the oblongated mounting plate to joists, the fasteners, upon the perpendicular joist array, positioning the mounting plate within an interstitial cavity, and the fasteners, upon the parallel array, bridging the mounting plate across an interstitial cavity; a rigid beam having upper and lower ends; a jack screw for driving the rigid beam's upper end toward the basement's wall; and an anchor bracket for resisting movement of the rigid beam's lower end away from the basement's wall.

Abstract: A building panel structure is disclosed, in which composite building panels are used to form a structure. A composite building panel is disclosed which includes a core and a coating applied over the core. In some embodiments the core consists of a frame and one or more than one insulating structural block. The insulating structural blocks can be encapsulated polystyrene (EPS) foam blocks. In some embodiments the coating includes an inner scratch layer and an outer main brown layer. The inner scratch layer can be formed of at least two layers. The outer main brown layer can include a fiberglass mesh embedded into the outer main brown layer. A method of forming a building panel structure is disclosed which includes forming a core using a frame and one or more than block, applying an inner scratch layer to the core, and applying an outer main brown layer over the inner scratch layer.

Abstract: The installation of a foundation enables a superstructure to be installed and supported in a desired attitude such as a vertical attitude at the foundation. An installation template is placed at the selected location and support sites on the installation template can be adjusted so that the installation template will support the foundation subassembly in a manner such that the superstructure can be supported in said desired attitude. The foundation subassembly is placed onto the installation template using a lifting subassembly that is secured to the foundation subassembly. The foundation subassembly is fixed in place by concrete or the like into which the foundation assembly is inserted. The superstructure can then be secured to the foundation subassembly. The superstructure can comprise a post adapted to hold a panel for deflecting road noise.

Abstract: A modular building system uses a perimeter bond beam and prefabricated wall panels to form an exterior curtain wall. The wall panels are captured within, and may move vertically inside a channel formed in the bond beam. The wall panels are quickly erected by inserting an upper edge of each panel into the channel and swinging the panel onto the foundation where it is claimed in place on the foundation.

Abstract: A tough, water-proof building system which provides walls and wall sections for use on upright walls, ceilings, and floors, and appurtenances, as well as accessories which make such structures more versatile. The walls and wall sections can be designed to have vertical and horizontal strengths sufficient to be used in place of concrete, as an engineered solution, both above grade and below-grade, including in severe weather conditions. A wall section has inner and outer layers, and structurally reinforcing members which extend, typically as a layer and/or stud, the full height of the wall section, at spaced locations along the length of the wall section. The spaces between the structurally reinforcing members are optionally filled with rigid foam. An optional reinforcing stud is attached to, or overlaid by, the inner layer, and extends inwardly into the building from what is otherwise the inner surface of the wall or wall section.

Abstract: A foundation for a building superstructure has a number of hollow foundation tubes laid horizontally on the ground and susceptible to degradation over time by contact with the ground. Each tube is protected by one or both of the following: (1) a reinforcement housed within the tube, shaped conformably to the interior of the tube, and resistant to degradation by contact with the ground; and (2) a membrane surrounding the tube, shaped conformably to the exterior of the tube, and resistant to degradation by contact with the ground. The tubes are arranged to form the footprint of a small building. In completing the building superstructure, other tubes, which need not have the same protection, are stacked on the foundation tubes. Degradation of the foundation tubes over time because of their contact with the ground is rendered inconsequential by the reinforcement or prevented by the membrane.

Abstract: A floor support for a grain bin floor made from a sheet of galvanized steel having a top surface, a bottom surface and flat ends. The floor support has a plurality of flanges and notches disposed within the top surface and a plurality of openings disposed through the sheet of galvanized steel. Positioned between each opening is a first bend. Positioned on either side of selected first bends is a second bend thereby forming a z-shaped floor support.

Abstract: A tough, water-proof building system provides wall, ceiling, and floor structures, as well as accessories. The walls can be designed to have vertical and horizontal strengths sufficient to be used in place of concrete, as an engineered solution, both above grade and below-grade, including in severe weather conditions. Walls have inner and outer layers, and structurally reinforcing members extending, typically as a layer and/or stud, the full height of the wall, at spaced locations along the length of the wall. The spaces between the structurally reinforcing members are optionally filled with insulating foam. An optional reinforcing stud is attached to, or overlaid by, the inner layer, and extends inwardly into the building from what is otherwise the inner surface of the building panel/wall panel. A building floor can be supported from the load-bearing wall, at locations on the floor support members which are below the top of the load-bearing wall.

Abstract: A tough, water-proof building system, and methods of making the system elements and constructing buildings, which provides wall, ceiling, and floor structural panels and corresponding walls, ceilings, and floors,. The walls can be designed to have vertical and horizontal strengths sufficient to be used in place of concrete, as an engineered solution, both above grade and below-grade, including in severe weather conditions, such that no concrete need be used except for floor slabs. Panels have inner and outer layers, and structurally reinforcing members. Structurally-reinforcing members extend, typically as a layer and/or stud, the full height of a wall, at spaced locations along the length of the wall. Spaces between the structurally reinforcing members are optionally filled with rigid foam. An optional reinforcing stud is attached to, or overlaid by, the inner layer, and extends inwardly into the building from what is otherwise the inner surface of the building panel.

Abstract: A storage building for the storage of corrosive materials. The storage building comprises a floor, a plurality of columns extending from the floor, a plurality of crossbeams with each beam connecting at least two of the columns, a plurality of substantially vertically oriented supports extending from the crossbeams, a plurality of rafters attached to the supports and at least one roof panel spanning between two of the rafters.

Abstract: There is described a wall structure for absorbing or transferring heat from or to the ground, the wall structure comprising a footing for the wall structure disposed in the ground below grade extending in the longitudinal direction of the wall structure, a vertical wall supported on and extending longitudinally in the direction of the footing, the vertical wall extending upwardly from the footing above grade to a predetermined height, and having upper, lower, interior, exterior and end surfaces, a sheath of insulation for enveloping the vertical wall's upper, end, interior and exterior surfaces and thermal conductors disposed in the wall structure to be in thermal communication with one another, at least some of the conductors extending outwardly from the footing into the ground, the thermal conductors facilitating heat transfer between the ground and the vertical wall.

Abstract: A fastener assembly comprises a first cylindrical member disposed within a second cylindrical member. One of the first and second cylindrical members is movable relative to the other in a first direction. The other one of the first and second cylindrical members is locked relative to the one in a second direction opposite to the first direction. A spring is operably attached to the first and second cylindrical members to urge one of the first and second cylindrical members in the first direction. A removable member is operably associated with the first and second cylindrical members to prevent one of the first and second cylindrical members from moving in the first direction prior to removing the removable member. The removable member is configured to be pulled out to allow one of the first and second cylindrical members to move in the first direction.