A construction module for a structure, comprising: a formwork member that includes a base, a pair of parallel side walls that extend upwardly from the base, and a pair of parallel end walls. The base, the side walls and the end walls define a cavity for reinforcement and concrete. A reinforcement member includes an upper portion and a lower portion. When the reinforcement member is located in the cavity and concrete fills the cavity, the lower portion of the reinforcement member and the concrete define an elongate beam.

A construction module for a structure, comprising: a formwork member that includes a base, a pair of parallel side walls that extend upwardly from the base, and a pair of parallel end walls. The base, the side walls and the end walls define a cavity for reinforcement and concrete. A reinforcement member includes an upper portion and a lower portion. When the reinforcement member is located in the cavity and concrete fills the cavity, the lower portion of the reinforcement member and the concrete define an elongate beam.

A construction module for a structure, comprising: a formwork member that includes a base, a pair of parallel side walls that extend upwardly from the base, and a pair of parallel end walls. The base, the side walls and the end walls define a cavity for reinforcement and concrete. A reinforcement member includes an upper portion and a lower portion. When the reinforcement member is located in the cavity and concrete fills the cavity, the lower portion of the reinforcement member and the concrete define an elongate beam.

The present invention relates to a wall structure and, more specifically, to a wall structure for forming a wall support, wherein a plurality of steel wires are formed to extend vertically and horizontally to form a lattice-shaped steel wire mesh part, identical steel wire mesh parts are formed at corresponding locations to make truss-type steel wire trusses be positioned perpendicularly to each other, which are assembled by fixing wires without a bonding means to form the wall structure, and a steel wire mesh part connection pin is used to couple a wall structure to additional wall structure located at a lateral side or upper side thereof.

A construction module for a structure, comprising: a formwork member that includes a base, a pair of parallel side walls that extend upwardly from the base, and a pair of parallel end walls. The base, the side walls and the end walls define a cavity for reinforcement and concrete. A reinforcement member includes an upper portion and a lower portion. When the reinforcement member is located in the cavity and concrete fills the cavity, the lower portion of the reinforcement member and the concrete define an elongate beam.

A lateral reinforcement system for a concrete structure having axially disposed structural bars. The lateral reinforcement system comprises a plurality of reinforcement ties disposed at an inclination to the axially disposed structural bars. A pair of reinforcement ties of the plurality of reinforcement ties is disposed at mirror inclinations to each other. In the pair of reinforcement ties, the reinforcement ties cross each other at diametrically opposite corners of the reinforcement ties at diametrically opposite axially disposed structural bars, such that, a first reinforcement tie of the pair of reinforcement ties crosses from inside of a second reinforcement tie of the pair of reinforcement ties at one structural bar, and the second reinforcement tie crosses from inside of the first reinforcement tie at the diametrically opposite structural bar. The plurality of reinforcement ties forms a three-dimensional interwoven network around the axially disposed structural bars.

A lateral reinforcement system for a concrete structure having axially disposed structural bars. The lateral reinforcement system comprises a plurality of reinforcement ties disposed at an inclination to the axially disposed structural bars. A pair of reinforcement ties of the plurality of reinforcement ties is disposed at mirror inclinations to each other. In the pair of reinforcement ties, the reinforcement ties cross each other at diametrically opposite corners of the reinforcement ties at diametrically opposite axially disposed structural bars, such that, a first reinforcement tie of the pair of reinforcement ties crosses from inside of a second reinforcement tie of the pair of reinforcement ties at one structural bar, and the second reinforcement tie crosses from inside of the first reinforcement tie at the diametrically opposite structural bar. The plurality of reinforcement ties forms a three-dimensional interwoven network around the axially disposed structural bars.

The invention relates to a system for erecting a building structure, the system comprising a foundation for receiving the building structure, and a plurality of inner and outer walls, roof and floor panels, the panels being adapted to engage each other for defining at least one story of the building structure, wherein the foundation comprises a first section and a second section, the first section being adapted to bear the load of the building structure and the second section being adapted to provide access to the interiors of the building structure.

The invention relates to a system for erecting a building structure, the system comprising a foundation for receiving the building structure, and a plurality of inner and outer walls, roof and floor panels, the panels being adapted to engage each other for defining at least one story of the building structure, wherein the foundation comprises a first section and a second section, the first section being adapted to bear the load of the building structure and the second section being adapted to provide access to the interiors of the building structure.

A reinforced recycled block/aggregate concrete precast column and a construction method are provided. The reinforced recycled block/aggregate concrete precast column includes several first one-bar hoops, vertical reinforcement bars, several second one-bar hoops, a flexible hinge area, and recycled block/aggregate concrete; the first one-bar hoops and second one-bar hoops are each provided with an anchor end; the first one-bar hoops and second one-bar hoops are disposed in the flexible hinge area, and only the second one-bar hoops are disposed outside the flexible hinge area; the outer edge of each first one-bar hoop is flush with the outer surface of the reinforced recycled block/aggregate concrete precast column; and the interior of the reinforced recycled block/aggregate concrete precast column is filled with the recycled block/aggregate concrete, thereby greatly increasing the recycling rate of engineering waste, reducing shedding of a concrete protective layer in the flexible hinge area of the column.