A method for providing a configurable virtual reality environment comprises receiving virtual reality world implementation data that describes locations of structures within a virtual reality world from a customer at an input interface. The virtual reality world implementation data is mapped to a physical plan describing a physical implementation of the structures within the virtual reality world using a mapping controller. The physical plan provides indexing and reference points with respect to the physical implementation of the structures in the virtual reality word enabling the physical plan to define the structures in the real world using the mapping controller. Configurable hardware components necessary to build the physical implementation of the structures in the virtual reality world are determined responsive to the physical plan and a listing of available configurable hardware using a parts list controller. A parts list of the configurable hardware components necessary to build the physical implementation of the structures of the virtual reality world is generated using the parts list controller responsive to the determination. The customer is provided with the physical plan describing the physical implementation of the structures within the virtual reality world, the parts list and the configurable hardware components needed to build the physical plan.

A method for providing a configurable virtual reality environment comprises receiving virtual reality world implementation data that describes locations of structures within a virtual reality world from a customer at an input interface. The virtual reality world implementation data is mapped to a physical plan describing a physical implementation of the structures within the virtual reality world using a mapping controller. The physical plan provides indexing and reference points with respect to the physical implementation of the structures in the virtual reality word enabling the physical plan to define the structures in the real world using the mapping controller. Configurable hardware components necessary to build the physical implementation of the structures in the virtual reality world are determined responsive to the physical plan and a listing of available configurable hardware using a parts list controller. A parts list of the configurable hardware components necessary to build the physical implementation of the structures of the virtual reality world is generated using the parts list controller responsive to the determination. The customer is provided with the physical plan describing the physical implementation of the structures within the virtual reality world, the parts list and the configurable hardware components needed to build the physical plan.

An integrally assembled hidden beam hollow two-way floor system includes precast slabs (1), honeycomb steel beams (3), and cast-in-place concrete (4). A plurality of compartments (12) arranged in a matrix is integrally provided on one surface of each of the precast slabs (1), and connecting grooves (14) are provided at a periphery of another surface of the precast slab (1) is provided with connecting grooves (14). Prepared bolt holes (13) penetrating through the precast slab (1) are provided in the connecting grooves (14). The honeycomb steel beam (3) serves as a primary beam or a secondary beam of a steel structure of the floor system. A surface of the precast slab (1) provided with no compartments is lapped and fixed between the secondary beams or between the primary beam and the secondary beam, and adjacent precast slabs (1) are connected and fixed by a U-shaped hoop (2) passing through the prepared bolt hole (13) to form a seam. The cast-in-place concrete (4) includes a surface layer cast onto the compartments (12) and a cast-in-place concrete ribs (41) cast between the compartments (12) of adjacent precast slabs (1) and between the compartment (12) and the primary beam and the secondary beam, the surface layer and the cast-in-place concrete ribs (41) being integrated. An assembly method for the integrally assembled hidden beam hollow two-way floor system is further provided. A method for assembling an integrally assembled hidden beam hollow two-way floor system is provided. The floor system and method for assembling the same achieve similar force performances in two directions, reliable connection between the floor slab and peripheral members, elimination of a risk of cracking of slab seams, and improved assembly efficiency.

An integrally assembled hidden beam hollow two-way floor system includes precast slabs (1), honeycomb steel beams (3), and cast-in-place concrete (4). A plurality of compartments (12) arranged in a matrix is integrally provided on one surface of each of the precast slabs (1), and connecting grooves (14) are provided at a periphery of another surface of the precast slab (1) is provided with connecting grooves (14). Prepared bolt holes (13) penetrating through the precast slab (1) are provided in the connecting grooves (14). The honeycomb steel beam (3) serves as a primary beam or a secondary beam of a steel structure of the floor system. A surface of the precast slab (1) provided with no compartments is lapped and fixed between the secondary beams or between the primary beam and the secondary beam, and adjacent precast slabs (1) are connected and fixed by a U-shaped hoop (2) passing through the prepared bolt hole (13) to form a seam. The cast-in-place concrete (4) includes a surface layer cast onto the compartments (12) and a cast-in-place concrete ribs (41) cast between the compartments (12) of adjacent precast slabs (1) and between the compartment (12) and the primary beam and the secondary beam, the surface layer and the cast-in-place concrete ribs (41) being integrated. An assembly method for the integrally assembled hidden beam hollow two-way floor system is further provided. A method for assembling an integrally assembled hidden beam hollow two-way floor system is provided. The floor system and method for assembling the same achieve similar force performances in two directions, reliable connection between the floor slab and peripheral members, elimination of a risk of cracking of slab seams, and improved assembly efficiency.

The present disclosure relates to a field of construction engineering, and in particular to a reinforcing structure of a concrete overhead layer before a building expires. The reinforcing structure of the concrete overhead layer includes supporting structures, connecting structures, and metal members; wherein the reinforcing structure is configured to reinforce a concrete floor slab and/or a concrete beam; through holes are disposed on the concrete floor slab; each of the supporting structures passes through each of the through holes and the supporting structures are configured to support the concrete floor slab and/or the concrete beam; and each of the connecting structures is configured to fix each of the supporting structures on each of the metal members; each of the metal members is disposed on each of the through holes.

The present disclosure relates to a field of construction engineering, and in particular to a reinforcing structure of a concrete overhead layer before a building expires. The reinforcing structure of the concrete overhead layer includes supporting structures, connecting structures, and metal members; wherein the reinforcing structure is configured to reinforce a concrete floor slab and/or a concrete beam; through holes are disposed on the concrete floor slab; each of the supporting structures passes through each of the through holes and the supporting structures are configured to support the concrete floor slab and/or the concrete beam; and each of the connecting structures is configured to fix each of the supporting structures on each of the metal members; each of the metal members is disposed on each of the through holes.

A volumetric modular unit constructed at a modular unit factory and shipped assembled to a modular building project site is disclosed. A modular building constructed from shipped volumetric modular units is also disclosed. Features of a volumetric modular unit and modular building are designed to account for and leverage traditional building practices. Shipping constraints often dictate volumetric modular unit design constraints. The volumetric modular unit and modular constructed building addresses both design needs and shipping constraints to leverage more economical resources available at a volumetric modular unit manufacturing plant.

An elevated flooring system is operable to support a flooring panel. The elevated flooring system includes a beam configured to support the flooring panel. Aspects of the flooring system also include a saddle with a base surface and a prong. The beam is engaged with and vertically supported by the base surface of the saddle. The beam is configured to support the flooring panel and defines an aperture configured to receive the prong. Aspects of the beam includes a tent attachment assembly and a beam wall defining an aperture and opposite wall surfaces. The tent attachment assembly is configured for attachment to the tent and includes a base, a boss plate, and a threaded fastener. The fastener extends at least partly through the apertures of the base, boss plate and beam wall and is threaded into the boss plate.

An elevated flooring system is operable to support a flooring panel. The elevated flooring system includes a beam configured to support the flooring panel. Aspects of the flooring system also include a saddle with a base surface and a prong. The beam is engaged with and vertically supported by the base surface of the saddle. The beam is configured to support the flooring panel and defines an aperture configured to receive the prong. Aspects of the beam includes a tent attachment assembly and a beam wall defining an aperture and opposite wall surfaces. The tent attachment assembly is configured for attachment to the tent and includes a base, a boss plate, and a threaded fastener. The fastener extends at least partly through the apertures of the base, boss plate and beam wall and is threaded into the boss plate.

The innovation relates to a pool covering system that is usable as a flooring surface. The pool covering system includes brackets and support beams spanning the pool opening. The beams provide structural support to cross members and flooring placed on top of the beams. The pool covering system does not require significant drainage of the pool and does not damage the pool structure during installation and use.