The present invention provides a reinforced concrete module for use in preparing a prefabricated structure comprising a horizontal slab, four corner columns, perimeter beams extending downwardly from a respective longitudinal and transversal edges of the horizontal slab and extending between and connected to adjacent columns; at least two transverse ribs located on an underside of the horizontal slab and extending between two opposing perimeter beams, wherein the module is fabricated as a unitary body. Also provided is a method for fabricating the module, as well as a transport frame configured to support a module on a transport vehicle.

A fixture for setting rebar at a predetermined distance from the rim of an excavated pit includes elongated first and second legs each having a proximal end and a distal end, the first and second legs rigidly joined at their mutual proximal ends to form an L-shape; an angle adjustment device carried by the first leg, comprising a foot movable towards or away from the first leg along an axis generally parallel to the second leg; a support bracket carried by the first leg at a predetermined offset distance from the proximal end thereof; and a hook extending from the distal end of the second leg, generally parallel to the first leg.

The present invention discloses a prefabricated module, including a bottom plate, a left side plate, a top plate, and a right side plate. The bottom plate, the left side plate, the top plate, and the right side plate are connected in sequence to form a closed loop. Filling internal molds are provided inside the bottom plate, the left side plate, the top plate and the right side plate. The filling internal molds are provided with a plurality of through holes. Tensile members are further provided inside the prefabricated module, the tensile members are continuously distributed inside the bottom plate, the left side plate, the top plate and the right side plate, and the tensile members are connected end to end. The filling internal molds and the tensile members are encapsulated inside an inorganic composite material. The structure of the prefabricated module can improve the strength and reduce the weight.

A method of manufacturing a series of prefabricated prefinished volumetric construction (PPCV) modules, including the steps of casting a slab of a new module in the series of modules against an adjoining slab of a previous module in the series of modules; casting opposed walls of the new module on opposed sides of the slab, wherein one of said walls is cast against an adjoining wall of said previous module; casting a roof slab on said opposed walls of the new module, the roof slab being cast against an adjoining roof slab of said previous module; separating the new module from the previous module; repeating steps (a) to (d) for each successive module in the series, wherein the side walls of each module in the series of modules are matched to side walls of neighboring modules in the series of modules.

An architectural structure of a modular container house includes: a building body with plural floors each having at least one accommodating space with an external opening; at least one external access area longitudinally disposed at the building body, and each accommodating space being communicated with external access area; and plural container houses, respectively and movably disposed in the accommodating spaces through the openings, and at least one side board of each container house can be spread open and placed horizontally on a ground of each accommodating space, so that the interior of each container house is communicated with each respective accommodating space.

An affordable Zero-Energy prefabricated modular building such as for housing, in which a Layered disposition of Envelope elementsincluding Structural Insulated Panelsin the wall, floor and roof sections of the building's thermal Envelope, provide a highly energy-efficient Building Envelope, which together with a modular building Support Structure including Aeriated Frames, and an adequately sized renewable energy power generator system, inexpensively achieves the energetic independence of the building. A method is disclosed for the adaptation of the building's design and construction to the bio-climatic conditions of its projected location, in which different possible configurations of the relevant elements of the Building Envelope, the building structure and the renewable power generator system are evaluated, discarding those configurations which don't meet the defined acceptable criteria for energy-efficiency, thermal isolation and water condensation risks. The building has a low environmental impact thanks to reduced greenhouse emissions during its construction and useful life.

An architectural structure of a modular container house includes: a building body with plural floors each having at least one accommodating space with an external opening; at least one external access area longitudinally disposed at the building body, and each accommodating space being communicated with external access area; and plural container houses, respectively and movably disposed in the accommodating spaces through the openings, and at least one side board of each container house can be spread open and placed horizontally on a ground of each accommodating space, so that the interior of each container house is communicated with each respective accommodating space.

An entertainment structure includes: an offset core; a moment stabilizing structure; and a plurality of floor plate assemblies. Each of the plurality of floor plate assemblies includes a first edge and a second edge. The first edge of each of the plurality of floor plate assemblies is configured to be coupled to the offset core and the second edge of each of the plurality of floor plate assemblies is configured to be coupled to the moment stabilizing structure.

The invention provides a method of constructing a modular multi-storey building including: assembling first and second building modules in a vertical arrangement at an 5 installation location to form a multi-storey building structure, wherein temporary support members between the first and second building modules vertically support at least part of the second building module above the first building module; installing a permanent support structure 10 and connecting it to the first and second building modules to vertically support the second building module above the first building module; and removing the temporary support members.

The invention provides a method of forming a concrete floor of a multistorey building, the method including: installing a first building module having a first precast concrete floor slab adjacently spaced from a second building module having a second precast concrete floor slab, at least the first precast concrete floor slab supporting an upstanding support member for supporting an upper floor; forming a channel between the spaced first and second precast concrete floor slabs by providing supporting formwork between the floor slabs for supporting poured concrete; and pouring concrete into the channel to form a concrete connection between the first and second precast slabs, thereby forming a concrete floor of a building.