Abstract: A wall system for a building is provided having a first room and a second room is provided. The wall system includes: (a) a first panel having a first batting material positioned between a first board and a second board; and (b) a second panel having a second batting material positioned between a third board and a fourth board. Further, at least one of the second board and the fourth board is formed from at least one mineral wool board. A building having a first floor, a foundation, and a first floor board area positioned between the first floor and the foundation is also provided. The first floor of the building includes a first room, a second room, and a wall system positioned between the first room and the second room.

Abstract: A method for simulating a product in a computing environment includes analyzing data related to at least constructional representation, determining a requirement of prefabricating at least one custom construction artefact for a construction project based on the analysis of the data, determining at least one of: an intent or at least one objective associated with the at least one custom construction artefact, and enabling simulation of the at least custom construction artefact based on the determination of the intent or the at least one objective to render a digital representation of the product in a graphical user interface.

Abstract: A driving accident simulation, having a virtual- or augmented-reality user interface, may be used to inform a driver of the driver's potential liability under different insurance options. The simulation may determine damages caused by the simulated accident, and identify multiple insurance options and the resulting user liability under each option. The simulation may also be used to assess an insurance adjuster's ability to estimate damages from an accident, by receiving the adjuster's estimate and comparing it to the simulation's own estimate of damages. In some embodiments, the simulation may present a driver with a simulated view from a point of view of another party to the simulated accident.

Abstract: A lift system and method for supporting a structure. The lift system includes a first buoyant sponson tank comprising a sponson tank that extends from a first end to a second end, a mechanical assembly extending from the second end of the sponson tank, the mechanical assembly to transfer a load of a structure disposed on the mechanical assembly to the sponson tank. The sponson tank is configured to be displaced by a volume of fluid that is external to the tank and the tank provides a predetermined buoyant force against the structure to cause the structure to be displaced vertically.

Abstract: An exterior wall section forms a portion of an exterior wall of a building. The building has multiple floors and a framework defining the multiple floors. The exterior wall section includes a structural layer to be connected to the framework. The structural layer includes a plurality of studs connected together. An insulation layer is supported by the structural layer to insulate the building. Siding is supported by the structural layer and defines an exterior side of the exterior wall section. A perimeter of the exterior wall section is defined by the edge margins of the structural layer, the insulation layer and/or the siding. The exterior wall section includes an interlocking structure extending along the perimeter that mates with an interlocking structure of another exterior wall section to form a seal with said another exterior wall section when the exterior wall sections are connected to the building.

Abstract: A modular building construction system comprising a plurality of panels, each panel having two spaced apart sheets; an insulating core portion positioned between said spaced apart sheets, wherein edge portions of the spaced apart sheets define a hollow cavity, the cavity extending along peripheral portions of the panel wherein the panel comprises a length (l) and a height (h) wherein top and bottom channel members face outwardly and extend along the length (l) of the panel and are positioned in respective hollow cavities along in-use top and bottom peripheral portions of the panel respectively; and wherein first and second opposite side channels face outwardly and extend along the height (h) of the panel and are positioned in respective hollow cavities along each of the lateral peripheral portions of the panel respectively and wherein during use the channel members are adapted to be interconnected with one or more building elements positioned along said peripheral portions.

Abstract: The invention relates to an apparatus for the filtration of aqueous liquid that is capable of effectively removing suspended particles from aqueous liquid during a prolonged period of time without clogging of the particulate filter media and associated pressure build-up.

Abstract: A bollard wall system for efficiently assembling a bollard wall. The bollard wall system generally includes a support structure having a plurality of sleeves adapted to be positioned within a trench filled with concrete, and a plurality of bollards positioned within the plurality of sleeves in a vertical manner. Each of the plurality of bollards are lifted and lowered into a corresponding one of the plurality of sleeves by a crane vehicle to form a bollard wall.

Abstract: A framing assembly has a plurality of modified splines, a plurality of modified panels, and at least one surface attachment member for constructing the frame of a building structure having interior exposed beams. The plurality of splines are rafter splines, extended rafter splines, or wall splines. Each spline has a support member and a pair of flanges abutting a lower portion of the support member. At least one surface attachment member is attachable to a lower portion of each spline as a decorative feature. The panels are modified structural insulated panels (SIPs) coupled to at least one of the splines to form a wall section, a ceiling section, or a roof section. Once assembled, the SIPs outer skin forms a continuous backing for the remaining exterior (or outer) wall or ceiling treatment. The splines not only support the modified SIPs, but also support the roof.

Abstract: A drainage device for use under the floor of a building to facilitate drainage of water along a foundation of the building under the floor. A bridge drainage device permits more rapid installation of the drainage devices. The bridge device can be used to bridge between two drainage devices so that it is not necessary to cut the drainage devices precisely to fit on a footing of any selected length.

Abstract: The present invention relates to a method for replacing a conventional mold construction, and includes a plate-shaped outer insulating material, an inner plywood (or a board-shaped finishing material), a connection unit, and a lightweight temporary material. According to the present invention, a wall is constructed by connecting the inner plywood to the lightweight temporary material from a corner foundation surface and by laying bricks. Reinforcement bars are placed after an interior wall is constructed and arranged to cross each other or to align with each other as instructed in a design specification. Then, an exterior wall is installed corresponding to the connection unit connected to the inner plywood. As a result, a wall having a thermal bridge prevention effect and a higher quality is obtained. Either dry finish or a wet finish is applicable to the wall.

Abstract: Certain specific embodiments disclosed herein include modular building structures that include: a first wall and a first support panel connected to a second wall and a second support panel, wherein: the first support panel is integral with the first wall or is adjacent to and connected to the first wall; the second support panel is integral with the second wall or is adjacent to and connected to the second wall; the first support panel includes two first vertical elongated slots; the second support panel includes two second vertical elongated slots; and a clip having two prongs disposed within the two first vertical elongated slots and two prongs disposed within the two second vertical elongate slots.

Abstract: A reinforcement member is used with an insulated concrete ledge form including a straight inner form wall, a sloped outer form wall defining a longitudinal slot for receiving an elongate rebar member parallel to the inner form wall, and a plurality of form ties connected between the inner and outer form walls across a main concrete receiving cavity, in which each form tie defines at least one rebar chair for connection to a rebar member. The reinforcement member has i) a bridge portion to extend laterlly from an inner end to an outer end, ii) a hook portion depending from the outer end of the bridge portion so as to extend over and hook onto the elongate rebar member; and iii) a seat portion depending from the inner end of the bridge portion for mating connection with a respective rebar chair of a respective one of the form ties.

Abstract: Implementations of the present invention relate to systems, methods, and apparatus for delivering and/or removing fluid from a discrete location within a building. In particular, the present invention involves a modular conduit system that can supply or remove air, water, gas, or other fluids to/from an individual space created by modular walls.

Abstract: A cleanroom wall panel system is provided for defining the perimeter or interior divisions of a cleanroom. The system includes a plurality of elongate retainer elements, which are mounted to wall studs, and a plurality of wall panels with hook portions configured to engage the elongate retainer elements. The retainer elements and/or wall panels may be oriented at either of two different orientations, and further are designed to accommodate some variations in the positioning of the components relative to one another, which facilitates assembly of the wall panel assembly. Each wall panel's weight is supported, either directly or indirectly, by a floor surface located below the wall panel, so that the hook portions are used primarily to secure the wall panels against the retainer elements.

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: The present invention is directed to an apparatus and method for constructing a secondary containment for above ground storage units. A site is selected for the storage unit and preparing the foundation bed. A containment wall comprised of a plurality of joined panels is constructed. The panels have a wall joined to a foot, with the wall being substantially planar and comprised of rigid material and the foot being joined to the bottom section of the wall. The foot is substantially planar and comprised of rigid material, extending angularly and inwardly from the wall. The plurality of the panels are joined in a closed geometric configuration to form a containment wall, presenting an interior region. A liner is secured in the interior region and a protective coating is applied to the interior region of the containment wall.

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 foundation system is disclosed that is used when building a structure on expansive soils. The foundation system includes a vertical wall that prevents moisture from migrating beyond the vertical wall into the zone of influence under the foundation. The prevention of the moisture migration into the zone of influence precludes damage to the foundation and structure caused by expansive soils.

Abstract: A wall is provided with a plurality of stud frames disposed in at least one row, an outer layer, an inner layer, and an insulation layer. The stud frames are coupled between the outer layer and the inner layer. The stud frames are provided with a front stud, a back stud, a top plate, a bottom plate and at least one support member. The support members are coupled with the front stud and the back stud. The front stud and the back stud are disposed vertically. The broad sides of the front stud are parallel with the broad sides of the back stud. The top plate and the bottom plate are disposed horizontally. The top member is coupled with a top end of the front stud and a top end of the back stud. The bottom plate is coupled between the front stud and the back stud.

Abstract: A wall is provided with a plurality of stud frames disposed in at least one row, an outer layer, an inner layer, and an insulation layer. The stud frames are coupled between the outer layer and the inner layer. The stud frames are provided with a front stud, a back stud, a top plate, a bottom plate and at least one support member. The support members are coupled with the front stud and the back stud. The front stud and the back stud are disposed vertically. The broad sides of the front stud are parallel with the broad sides of the back stud. The top plate and the bottom plate are disposed horizontally. The top member is coupled with a top end of the front stud and a top end of the back stud. The bottom plate is coupled between the front stud and the back stud.

Abstract: A connecting fitting includes a vertical frame attachment section 15a that can be attached to an inner surface of a vertical web 7a of a vertical frame 7A, 7B by way of bolts B2 in a state where the vertical frame attachment section 15a is disposed along the vertical web 7a, a brace attachment plate 14, connected to the vertical frame attachment section 15a, which enables attachment of an end of a brace 10A, 10B at a position inward of the vertical frame 7A, 7B, and a fixing plate 11, welded to the vertical frame attachment section 15a, which can be fixed to a beam member 4 or a foundation 2 in a state where the fixing plate 11 is disposed along an outer surface of a lateral frame 8A, 8B facing outward in a state of being disposed to make up a frame shape.

Abstract: A modular building is produced from base elements that include skeleton structural elements, from which a skeleton structure is formed, and planar elements with at least wall, floor, and ceiling elements attached to the skeleton structure. The skeleton structure elements are detachably connected to each other to form the skeleton structure and the planar elements are detachably connected to the skeleton structure and to each other. A method for producing a modular building that is produced from base elements, with a skeleton structure and planar elements, which include at least wall, floor, and ceiling elements being produced and/or provided as the base elements. The skeleton structure elements are detachably connected to each other to form the skeleton structure and the planar elements are detachably connected to the skeleton structure and/or to each other.

Abstract: A cast concrete wall panel is secured to a concrete foundation by an anchor system which includes a steel base plate embedded adjacent the bottom surface of the wall panel and welded to a tapered channel projecting upwardly adjacent the inner surface of the wall panel to define a cavity. Reinforcing bars have bottom ends welded to the base plate and project upwardly into the concrete wall panel, and a hole is formed in the base plate at the bottom of the cavity. The hole receives a self-tapping concrete anchor bolt which is driven into a hole drilled within the foundation at an acute angle less than twelve degrees and preferably about six degrees from vertical. The channel has a removable cap to prevent concrete from entering the cavity during casting of the wall panel and to provide a decorative inside cover for the cavity after installing the anchor bolt.

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: A modular entrance floor system comprising a plurality of floor sections, the plurality of floor sections being disposed adjacent each other and defining a perimeter of an entrance floor area. Each floor section includes a base plate permanently coupled to a foundation, and a surface plate removably attached to the base plate. The surface plate has at least one drain feature. The plurality of floor sections are configured such that the surface plate of a first floor section is interchangeable with the surface plate of a second floor section, independent of the adjacent floor sections.

Abstract: A support structure is provided for supporting the one end of a floor joist using a flush joist seat. The flush joist seat generally includes a generally horizontal plate having a first portion, a second portion, and a third portion. The first portion is welded to the top of the floor joist and the third portion rests on the top of the support structure. The second portion is located beyond the end of the floor joist, between the first portion and the second portion. A generally vertical plate extends downward from the second portion of the generally horizontal plate and is welded to a portion of the end of the floor joist.

Abstract: A high strength, lightweight building structure comprising a high-strength connection to a foundation, high-strength eaves, and high-strength structural panels. The fiber reinforced, high-strength structural panels form the walls, ceiling, roof, soffit, and eave of the structure. The panels comprise a rigid foam core having outer membrane layer, panel spacers, and sheeting. The high-strength foundation connection comprises a continuous seam plate with bonding agents, mechanical fasteners, and a metal bearing cap having continuously spaced, angle-shaped anchor studs welded to the metal bearing cap. The high-strength eave structure, comprise of a soffit panel connected to an inclined eave panel, a connection bracket and a rigid wedge continuously bonded between the ceiling panel and roof panel, thus forming a sealed, non-vented attic space.

Abstract: An elevator includes a framework including a plurality of main posts, a plurality of wall units mounted between the main posts, and a plurality of transverse bars mounted between the main posts. A foundation is located at a bottom of the framework to support the framework. Thus, the elevator has a modularized framework which is assembled previously in the factory so that the workers can directly insert the framework into the passage of the building without having to assemble the framework at the site of the building, thereby enhancing the working efficiency, and thereby decreasing cost of construction.

Abstract: Systems and methods are provided for constructing a wall structure that is adapted to be secured to roof structure. A wall cavity is formed that extends from a foundation to the top of the wall structure. A reinforcement member (e.g., rebar) is provided that extends continuously through the wall structure, where the reinforcement member is secured at one end within said foundation and at the other end to said roof structure. A first material (e.g., polystyrene or an admixture of coal-ash and concrete) is disposed within said wall cavity from the foundation to a location below (e.g., 10 inches below) the top of the wall structure. A second material (e.g., 3000 to 4000 PSI concrete) is disposed within the wall cavity from the location to the top of the wall structure. The wall structure may be formed from, for example, hollow-core concrete blocks or parallel sheets of fibrous wallboard (backer-board).

Abstract: A perimeter wall support system is disclosed for supporting a perimeter wall section of a manufactured home. The perimeter support system comprises an auxiliary support pier assembly disposed adjacent a perimeter wall having an auxiliary pier support pad with a support pier supported thereon, and at least one elongated strut extending between the auxiliary support pad and the perimeter wall section. At least one anchor coupling affixes a lower end of the strut to the auxiliary support pad. A connector member is carried by an upper end of the strut for securing the strut to the wall section. A longitudinally adjustable mechanism is operable for adjusting the effective length of the strut between the floor structure and the auxiliary support pad in finite increments.

Abstract: Components for use in the assembly and installation of a modular decking system, comprised of structural free floating piers which distributes loads of deck pad to ground, piers have a pad bearing surface and four uniformly placed receiver blocks which interlock with corresponding recesses at four pad corners, an interlocking cam passes through pad recesses at deck surface and locks to piers by rotating cam with custom designed tool. The system is designed to be assembled without permanent fasteners to allow for expansion, reconfiguration or relocation, or addition of traditional and contemporary deck accessories that engage and interlock with the piers, pads and cams. One ideal manufacturing method of one or any of the system components is compression molded post-consumer and/or industrial thermo-plastic waste.

Abstract: Embodiments of the invention provide a foundation for a wind turbine. The foundation includes a section which is partly embedded in a concrete section and a cover which is arranged across an intersection between the embedded section and the concrete section. In that way, intrusion of water between the sections can be prevented effectively, and the lifetime of the foundation can be increased and/or the maintenance costs can be reduced. A method of making a foundation for a wind turbine and a wind turbine with the foundation are also disclosed.

Abstract: The present invention uses insulating concrete forms (ICF) in the construction of residential buildings. An entire wall panel is formed from polystyrene panels that may be cut by a hot wire machine. If necessary, hat channel shaped metal may be inserted into hat channel slots. Columns of polystyrene are removed so that concrete posts may be poured therein after the wall panel has been secured into place with rebar being located therein. Rebar and concrete also are formed along the top of the wall panel. Electrical and plumbing connection pathways are provided in the wall panel at the time of cutting with hot wire. Each wall panel is separately designed and cut by hot wire while still at the factory, but are all connected together to form an ICF residence. Openings are provided for doors and windows and are buck framed. Hat channels are inserted as necessary for strength and/or connection thereto.

Abstract: Building components that interconnect with one another to form a building are disclosed. The building components can be arranged in an almost limitless number of combinations to construct differently-shaped buildings. Embodiments include foundation blocks with vertically extending floor supports that form an open space beneath the floor when the floor tiles are placed on the floor supports. Alternate embodiments include side foundation blocks with recesses that form connecting passageways between the floor chase and open chases formed in the walls. Still other embodiments include side foundation blocks with abutment portions that inhibit the floor tiles from moving horizontally outside the foundation.

Abstract: A temperature and humidity controlled building houses sensitive telecommunications equipment in operation. A secure outdoor shelter within a closed perimeter abutting the building utilizes the exterior of one wall of the building as a portion of its perimeter. The outdoor shelter contains outdoor-hardened telecommunications equipment, also in operation, which dissipates large quantities of heat to the atmosphere. There are coax cable and waveguide operative interconnections between the sensitive telecommunications equipment and the outdoor-hardened telecommunications equipment, the interconnection being made through the one wall without affecting control of the temperature and humidity in the building. There is a further coax cable and waveguide connection from the outdoor equipment to a cell tower where wireless transmission takes place. The outdoor shelter can be expanded modularly.

Abstract: A lateral force resisting system according to the present disclosure includes a metal lateral force resisting panel and holdowns. A foundation bolt placement template may be used to locate and support the foundation bolts during fabrication of the foundation and to further secure the frame foundation interface. The metal lateral force resisting panel may be formed from a single piece of material and may include a plurality of ductility apertures forming lateral force resisting elements to enable the panel to flex without catastrophic failure. In a hybrid configuration, a wooden structural frame may be combined with the metal structural panel. The structural panel may be subdivided into multiple panes using ductility apertures to tailor the response of the panel to the lateral force load. The holdowns secure the rigid structural panel to the foundation bolts and may be either a folded strap and pin configuration or self-tightening.

Abstract: A house design which incorporates a pedestal type foundation capable of facilitating construction on sites of the varying types of using a post and beam technique. The house design utilizes a central core as an essential focal point of the entire house structure. The design makes it possible to increase the size of the lower level of the structure up to 60-75%, whereby the size of the floor space can be doubled without further addition to the foundation or roof.

Abstract: A wall construction system includes a footer attached to a floor or footer; vertical reinforcing bars attached to the footer; horizontal reinforcing bars attached to vertical reinforcing bars at predetermined heights above the footer; blocks attached onto the footer, each layer including a row of blocks, each block including a pair of flat major surfaces and four contoured minor surfaces, and a plurality of longitudinal grooves parallel to the major surfaces and incorporated into the edges of the minor surfaces; a plurality of joining strips, the strips placed end to end and pressed into each longitudinal groove, with about half their width protruding from the longitudinal grooves; a plurality of lateral clips attached to pairs of joining strips across the top of the blocks, perpendicular to the longitudinal grooves; and a quantity of concrete in horizontal and vertical air gaps between adjacent blocks enveloping horizontal and vertical reinforcing bars.

Abstract: An assembly and process to allow for stud walls to be erected prior to the concrete slab being placed and also used for tenant demising walls before the concrete slab is placed. The Easy Wall Track includes a light gauge channel with a leave in place metal keyway attached to the under side for vertical support. There are metal brackets that support this assembly with a smooth rod or rebar driven in the ground. This allows for the concrete slab to be poured at a later date with almost no formwork needing to be placed. This saves money on material, labor and time on the schedule for the retail development company. The Easy Wall Track is versatile in meeting the needs of retail and commercial construction. With walls being able to be erected prior to the placement of the concrete slab would avert delays related to the concrete work.

Abstract: An enclosed structure, such as a patio enclosure, sunroom, or solarium, is attachable to the exterior wall of a building, has a high proportion of windows and a roof, and constructed from a framework of composite members and insulating wall panels, the panels and wall members being extruded from material having improved thermal characteristics and stability.

Abstract: The present invention provides a foundation-unit structure of a structural object such as a retaining wall installed fixedly on a foundation ground, in which the foundation ground is formed therein with a concavity, a sliding resistive element is placed within the concavity, and at least the front surface side of the sliding resistive element is filled with a grain-sized material so as to form a layer thereof, and an internal frictional angle of the grain-sized material forming the grain-sized material layer is equal to or greater than that of a grain-sized material comprising the ground and supporting the grain-sized material layer, and the grain-sized material layer exerts a reaction force (passive) via the sliding resistive element so as to reinforce a sliding resistance of the structural object mounted on the grain-sized material layer. In this way, a retaining wall excellent in a sliding preventive function is provided.

Abstract: The present invention is a raised floor assembly efficiently connecting a pre-fabricated shear wall to a foundation in applications other than slab-on-grade. The raised floor assembly includes an engineered wood material block machined to accept a connecting rod therethrough. The raised floor assembly also includes a connecting rod that is configured to attach at one end to a pre-fabricated shear wall and is coupled at the other end to an anchor bolt. Additionally, a transfer plate may be positioned between the pre-fabricated shear wall and the top of the engineered wood material block. The transfer plate provides a bearing surface for the pre-fabricated shear wall and helps maintain connecting rod alignment. A transfer plate may also be provided underneath the engineered wood material block and above the foundation. Additionally, a variety of spacers may be provided between the bottom of the engineered wood material block and the foundation.

Abstract: A modular building system for configuring a building structure includes foundation units, a plurality of wall panels, a plurality of wall joints and a roof unit. The foundation units are retained by an anchoring member or ballast contained in the units. The foundation units and wall panels are detachably attached as the engaging members and the complementary engaging members engage to each other and create a space with a top opening. Adjacent wall panels are attached by a plurality of wall joints. The roof unit comprises roof panels and joints engage with one another and with wall panels for covering the top opening of the building structure.

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 manufactured 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: Problems faced in the residential construction industry include the shortage of skilled manpower which gives rise to problems such as the inconsistencies in construction quality, time delay and cost overrun. This is because most construction work uses on-site wet concreting systems requiring expertise in numerous construction techniques and tasks. Since the progress of most tasks using these construction techniques depends on the progress of another task, most construction projects are difficult to manage. This results in an inefficient construction system that hinders provision of low-cost mass housing. Described according to an embodiment of the invention is an industrialized construction system comprising a roof support structure and a roof frame coupled to and supported by the roof support structure. The construction system further comprises a plurality of wall frames extending from a base. The roof support structure is adapted for being supported by the plurality of wall frames.

Abstract: Disclosed is a modular building system for configuring a building structure. The modular building system includes a foundation member, a plurality of wall members, a plurality of wall-retaining members and a roofing member. The foundation member has a plurality of engaging members that engages with a plurality of complementary engaging members of wall members. The foundation member and the wall members are detachably attached as the engaging members and the complementary engaging members engage to each other and create a space with a top opening. The adjacent wall members are attached by a plurality of the wall-retaining members. Further, the wall member includes a plurality of engagement members that engages with a plurality of complementary engagement members provided on the roofing member to detachably attach the plurality of engagement members on top portion of the plurality of wall members for covering the top opening, thereby configuring the building structure.

Abstract: A joint connecting a sandwich panel to a foundation comprising, a sandwich panel having a core and two outer layers separated from one another by the core, an anchor in the foundation, a U-shape member having two side walls and a bottom wall extending between the sidewalls, the bottom wall defining a opening that is aligned with the anchor in the foundation and a securing member insertable through the opening in the bottom wall of the U-shape member and engaged to the anchor to secure the U-shape member to the anchor, wherein the U-shape member is connected to the outer layers of the sandwich panel by bonding material between the outer layers of the sandwich panel and the side walls of the U-shape member.

Abstract: An insulating concrete form can be used to form the walls of a structure when filled with concrete. An outer surface of the insulating concrete form can be formed into one or more patterns. The patterns may simulate popular finishes such as brick, natural stone, and stucco. In some cases, the exterior of the insulating concrete form is coated with a protective, conformal coating, such as a rubberized acrylic coating or an elastomeric paint.

Abstract: The present disclosure describes a novel method for preparing a finished foundation comprising an embedded wall structural element comprising the steps of (i) preparing a building site to receive the finished foundation; (ii) providing a first foundation element and securing at least one wall structural elements to the first foundation element; and (iii) providing a second foundation element to secure at least a portion of the at least one wall structural elements to the finished foundation. Structures prepared using the methods disclosed herein provide for wall structural elements, and therefore, the finished wall and the structure as a whole, of increased strength and resistance to forces encountered during extreme conditions.