STEEL AND CONCRETE BUILDING MODULE AND CONNECTIONS

    公开(公告)号:US20220235547A1

    公开(公告)日:2022-07-28

    申请号:US17585095

    申请日:2022-01-26

    Inventor: Gregory Zemrau

    Abstract: The construction of buildings can be time consuming and error prone. Building modules constructed off-site and pre-furnished can be made more efficiently than building everything on-site. Building modules are disclosed with a reinforced, precast concrete floor with thickened edges, and a structural frame that defines the shape of the module. The frame is made from hollow structural section bars that are attached to the thickened edges of the floor. The module is made with a roof to protect the furnishings and fittings inside the module during storage, transportation and installation.

    Modular Slab, Slab System, Piles and Methods of Use Thereof

    公开(公告)号:US20220205240A1

    公开(公告)日:2022-06-30

    申请号:US17609904

    申请日:2020-05-07

    Abstract: A modular slab, slab system, piles and methods of use thereof are described along with specific applications and methods of manufacture. The slab or slab system may be pre-insulated and pre-finished before being assembled on site. The slab system may be advantageous to use as a replacement for traditional in-situ poured building foundations. The slab system may also have uses in other fields such as for floors, roads, bridges, pavements/side walks and other civil and structural applications.

    Integrally assembled hidden beam hollow two-way floor system and method for assembling the same

    公开(公告)号:US11306478B2

    公开(公告)日:2022-04-19

    申请号:US16981271

    申请日:2018-12-29

    Abstract: 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.

    Reinforcing structure of concrete overhead layer

    公开(公告)号:US11186992B2

    公开(公告)日:2021-11-30

    申请号:US16886741

    申请日:2020-05-28

    Abstract: 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.

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