Monolithic concrete modular connecting panel system for walls and roofs and related methods

A monolithic concrete modular panel for a building, the panel comprising:

• a metal frame having a plurality of web apertures;
• a concrete board dividing the metal frame into an inner section and an outer section;
• a sheet of wire mesh positioned within the outer section;
• a plurality of horizontal and vertical crisscrossing rebar rods within the outer section of the metal frame configured to be aligned with the plurality of apertures of an adjacent metal frame to form a continuous skeletal steel rebar cage wrapping the building, wherein the continuous skeletal steel rebar cage is configured to be formed by a plurality of rebar rods of a foundation on a first side of the building anchored to the plurality of rebar rods running up the metal frame on the first side, to a plurality of rebar rods running across a plurality of roof panels through a ridge and eaves of a roof, to a plurality of rebar rods running back down a metal frame on an opposing second side of the building, and to the plurality of rebar rods of the foundation on the opposing second side;
• and
• wherein the outer section of the metal frame is configured to have reinforced concrete passing through the plurality of apertures to connect to an adjacent metal frame.

A method of constructing a building using a monolithic concrete modular connecting panel system for walls and roofs, the method comprising:

• installing a foundation for a building, wherein the foundation comprises concrete reinforced with rebar rods;
• securing a bottom edge of a plurality of wall panels vertically on the foundation to form a perimeter of the building, wherein the plurality of wall panels have a concrete board dividing the wall panel into an outer section and an inner section;
• securing a plurality of roof panels to a top edge of the plurality of wall panels and spanning across the perimeter of the building, wherein the plurality of roof panels have a concrete board dividing the roof panel into an outer section and an inner section, and wherein the plurality of wall panels and roof panels have a plurality of connecting apertures;
• connecting together the rebar rods within the foundation to vertical rebar of a plurality of horizontal and vertical crisscrossing rebar rods within the outer sections of the plurality of wall panels and the plurality of roof panels to form a continuous skeletal steel rebar cage wrapping the building, wherein the continuous skeletal steel rebar cage comprises the rebar rods of the foundation on a first side of the building anchored to the rebar rods running up the plurality of wall panels on the first side, to the rebar rods running across the plurality of roof panels through a ridge and eaves of a roof, to the rebar rods running back down an opposing second side of the building, and to the rebar rods of the foundation on the opposing second side;
• and
• spraying concrete on the outer sections of the plurality of wall panels and spraying or pouring concrete on the plurality of roof panels forming a monolithic structure;
• wherein the outer sections of the plurality of wall and roof panels have reinforced concrete passing through the plurality of connecting apertures that connect adjacent wall and roof panels together.