Pre-stressed insulated concrete panels are disclosed. Methods of making and using pre-stressed insulated concrete panels are also disclosed.

Pre-stressed insulated concrete panels are disclosed. Methods of making and using pre-stressed insulated concrete panels are also disclosed.

A structural, load-bearing panel useful in constructing multistory buildings may have a panel height, panel width, and panel thickness, and may include a first layer comprising at least 75 wt. % of concrete, relative to a total weight of the first layer; an insulation layer comprising flexible polymer, the insulation layer having a thickness of at least 5 cm; and a second layer comprising at least 75 wt. % concrete, wherein the insulation layer is sandwiched between the first and second layers, and wherein the panel is suitable to be set in any of a planar, curved, and polyhedral cross-sectional shape. Set panels are not flexible, though the flexibility of the insulation layer, particularly of a polyethylene foam, may allow the panel to have a curved, or polyhedral cross-section while still serving as a structural support.

A structural, load-bearing panel useful in constructing multistory buildings may have a panel height, panel width, and panel thickness, and may include a first layer comprising at least 75 wt. % of concrete, relative to a total weight of the first layer; an insulation layer comprising flexible polymer, the insulation layer having a thickness of at least 5 cm; and a second layer comprising at least 75 wt. % concrete, wherein the insulation layer is sandwiched between the first and second layers, and wherein the panel is suitable to be set in any of a planar, curved, and polyhedral cross-sectional shape. Set panels are not flexible, though the flexibility of the insulation layer, particularly of a polyethylene foam, may allow the panel to have a curved, or polyhedral cross-section while still serving as a structural support.

Panel designed for making a wall, including a monobloc part made from concrete inside which pieces of wood are sunk, at least one through aperture being formed inside the monobloc part, the panel including at least one reinforcement element providing a bending resistance and housed inside said at least one through aperture, said at least one reinforcement element being formed by an armature coated with a hardening product including a binder.

Panel designed for making a wall, including a monobloc part made from concrete inside which pieces of wood are sunk, at least one through aperture being formed inside the monobloc part, the panel including at least one reinforcement element providing a bending resistance and housed inside said at least one through aperture, said at least one reinforcement element being formed by an armature coated with a hardening product including a binder.

Systems are provided for self-sustaining modular housing. The system presented comprises construction materials which are readily manufactured, flat-packed, stored, shipped, and assembled on-site without skilled labor, to construct the system. The system further presents sustainable features for increasing the health and safety of life when people require modular housing, by presenting modular housing to fit a variety of needs, sizes, arrangements, and levels of durability and strength of construction. The present invention solves problems with the currently available systems of modular housing and housing for temporary disaster relief and other temporary uses.

A wooden panel component (1) is provided having at least two layers (4) of cross-pieces (5) arranged within its frame (2). The cross-pieces (5) are orientated obliquely to opposing frame sides (6,7) of the frame (2) for bracing the wooden panel element (1) and the frame (2) thereof.

A method of constructing a prefabricated wall structure comprising orienting interspaced stud molds having an H-shaped channel shape cross sections and edges defining an open portion of the channel shape, in a horizontal configuration within a framing means having a top, bottom, and sides and providing containing walls of the mold such that the edges of the molds form uppermost parts of the stud molds and are located within an essentially horizontal plane within the framing means; the stud molds being spaced equally between the top and bottom framing means to thereby create a space above and below, wherein the stud molds and framing means create cavities that are in fluid communication with one another; positioning rigid insulation panels within the framing means, to form a continuous surface within the framing means; pouring concrete into the enclosed forms so as to cover the rigid insulation panels and to fill the stud molds thereby forming the prefabricated wall structure, permitting the poured concrete to set; and removing the wall structure.

A method of constructing a prefabricated wall structure comprising orienting interspaced stud molds having an H-shaped channel shape cross sections and edges defining an open portion of the channel shape, in a horizontal configuration within a framing means having a top, bottom, and sides and providing containing walls of the mold such that the edges of the molds form uppermost parts of the stud molds and are located within an essentially horizontal plane within the framing means; the stud molds being spaced equally between the top and bottom framing means to thereby create a space above and below, wherein the stud molds and framing means create cavities that are in fluid communication with one another; positioning rigid insulation panels within the framing means, to form a continuous surface within the framing means; pouring concrete into the enclosed forms so as to cover the rigid insulation panels and to fill the stud molds thereby forming the prefabricated wall structure, permitting the poured concrete to set; and removing the wall structure.