초록 ▼

A system and method is provided for a cement building which may utilize cement floor panels, cement wall panels, cement roof panels, cement joist panels, and cement roof support panel. Although each type of cement panel will vary in construction depending on the function, preferably each panel compr

A system and method is provided for a cement building which may utilize cement floor panels, cement wall panels, cement roof panels, cement joist panels, and cement roof support panel. Although each type of cement panel will vary in construction depending on the function, preferably each panel comprises a synthetic foam core and a cement outer shell. Molds may be utilized at the building site or offsite to create the panels which are then secured together to form the building. Once a panel is raised, it is substantially complete thereby reducing time required to complete the building. Floor panels may comprise an internal cement arch to provide a sturdy panel that provides a sturdy support for loads placed thereon.

대표청구항 ▼

It is claimed: 1. A building method for creating a building, comprising: providing a plurality of wall panels to form said building comprising, an outer cement shell, and an inner synthetic foam core positioned within said outer cement shell, said inner synthetic foam core defining one or more open

It is claimed: 1. A building method for creating a building, comprising: providing a plurality of wall panels to form said building comprising, an outer cement shell, and an inner synthetic foam core positioned within said outer cement shell, said inner synthetic foam core defining one or more openings therein to create structural supports to be filled with cement or concrete; utilizing at least one mold, said at least one mold being positioned with a largest area side of said mold is in a substantially horizontal position to thereby be operable to receive said cement or concrete as said cement is poured into said mold to thereby form said outer cement shell around said inner synthetic foam, said outer cement shell and said inner synthetic foam core being bonded together within said mold, said mold not containing rebar as said cement is poured into said mold prior to lifting said mold, said mold and said outer cement shell and said inner synthetic foam being secured together so as to be operable for pivotal movement to an upright position whereby during lifting said mold provides support to said outer cement shell and said inner synthetic foam during said pivotal movement to said upright position; and attaching a lifting mechanism to said at least one mold for pivoting said mold such that said mold supports said outer cement shell and said inner synthetic foam during said pivotal movement to said upright position. 2. The building method of claim 1 comprising positioning said at least one mold at a building site for said pivotal movement such that whereupon completion of said pivotal movement to said upright position, said plurality of wall panels are positioned to be secured to form a wall of said building utilizing locking pins comprising cement pins. 3. The building method of claim 1, comprising forming a plurality of floor panels which are molded without rebar by forming one or more openings within a plurality of inner synthetic foam cores whereupon said one or more openings are filled with cement as cement is poured to thereby produce at least two cement or concrete arches within said plurality of floor panels which are transverse with respect to each other and a concrete outer surface for each of said plurality of floor panels. 4. The building method of claim 3, wherein said at least two arches are arranged to prevent bending of said floor panel by providing that said at least two arches or columns or beams are positioned at an interior portion of said inner synthetic foam core so as to be completely encircled by said inner synthetic foam and at least the ends of said at least two arches contact with and are cemented to said outer cement shell. 5. The building method of claim 1, further comprising at least two uprights at corners of said building and wherein at least one of said plurality of panels is a single wall panel, said single wall panel being molded so as to be sized to continuously span a distance between said two uprights. 6. The building method of claim 1, comprising securing a plurality of floor panels together to form a floor, and providing at least one joist for supporting said plurality of floor panels, providing that said at least one joist utilizes at least one tensioner member with opposing ends secured to respective plates on opposite sides of said floor whereby said at least one tensioner member urges said plurality of floor panels towards each other, said at least one tensioner member being angled with respect to a horizontal surface of said floor, said tensioner member being placed in tension that straightens respective ends of said tensioner member so that said respective ends are straight when weight is placed on said floor to resist bending of said at least one joist such that a downward force on said floor creates a horizontal compressive force on said plurality of floor panels of said floor between said opposing ends of said at least one tensioner. 7. The building method of claim 1, providing at least two roof panels adjacent each other, said at least two roof panels defining a drain groove therebetween, said drain groove being defined between a first cement flange and a second cement flange which are overlapping with respect to each other. 8. The building method of claim 1, further comprising providing at least one roof support, wherein said lifting mechanism is configured for moving said plurality of wall panels into position without use of a crane, said lifting mechanism comprises at least one cable secured to said at least one mold and engages said at least one roof support. 9. A method for creating a building, comprising: creating at least one mold at a building site or off site; positioning said mold horizontally; positioning a synthetic foam core within said mold; providing that said horizontally positioned mold does not include rebar therein prior to pouring cement; creating a plurality of wall panels by pouring cement into said mold such that said cement forms a cement shell on said synthetic foam core; providing said mold with at least one of a pattern or stain to provide a finish for an exterior surface on said plurality of wall panels while said mold is horizontal; providing said wall panels with hollow portions defined therein during said pouring of said cement into said mold to thereby provide spacing for duct work; and combining said plurality of wall panels to form walls of said building. 10. The method of claim 9, further comprising: creating a plurality of roof panels, which comprise overlapping cement flanges that define drain grooves. 11. The method of claim 9, further comprising creating a plurality of floor panels by forming a hollowed out arch internally within a floor panel synthetic foam core, filling said arch with cement or concrete as said cement is poured and aligning said plurality of cement arches to produce a plurality of aligned arches in said plurality of floor panels. 12. The method of claim 9, further comprising forming a floor panel with at least two cement arches disposed internally within said synthetic foam core, said at least two cement arches being transverse with respect to each other. 13. The method of claim 9, further comprising creating a plurality of floor panels for a floor, providing at least one joist for supporting said plurality of floor panels, said at least one joist comprising at least one tensioner member, and securing opposite ends of said at least one tensioner member to plates on opposite sides of said floor such that a downward force on said floor that straightens respective ends of said tensioner member so that said respective ends are straight and creates a horizontal compressive force to push inwardly against said plurality of floor panels between said opposite ends of said at least one tensioner member. 14. The method of claim 9, further comprising providing a plurality of roof panels and fastening a plurality of wall panels with concrete pins formed by pouring cement into holes in said wall panels. 15. A building system comprising: a plurality of synthetic foam cores and a plurality of cement shells bonded together to form a plurality of floor panels which in combination form a floor, a plurality of plates on opposite sides of said floor; and at least one joist comprising at least one vertical compressive support members and at least one tensioner member comprising opposite ends and being angled with respect to a horizontal surface of said floor, said opposite ends of said at least one tensioner member being secured to respective of said plates on opposite sides of said floor such that weight placed on said floor produces a compressive force in said compressive support members and a tension force within said least one tensioner member whereby an increase in tension on said at least one tensioner member occurs in response to said weight to create a compressive horizontal force on said plurality of floor panels of said floor between said opposite ends of said at least one tensioner member, each of said opposite ends of said tensioner member comprising a straight segment between said plates and a central portion of said tensioner member. 16. The building system of claim 15, further comprising providing at least one cement arch in each of said plurality of floor panels to produce a plurality of aligned arches in said plurality of floor panels. 17. The building system of claim 15, further comprising a plurality of synthetic foam cores and a single cement shell bonded together to form a single wall panel which covers an entire expanse of one side of said building. 18. The building system of claim 15, further comprising one or more concrete pins for securing a wall panel to one or more roof panels and to said floor.