A system including a column (12), a first connecting element (30) extending from the column (12), a beam (14), and a second connecting element (70). The beam includes a base wall (42) at least partially defining a cavity (40) and a cutout (48) in the base wall (42) that is configured to receive the column (12) and that is configured with respect to the first connecting element (30). The second connecting element (70) is disposed in the cavity (40), and the first and second connecting elements (30, 70) are configured to connect the beam (14) to the column (12).
E04B 5/10 - Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
E04B 5/06 - Load-carrying floor structures formed substantially of prefabricated units with beams of concrete or other stone-like material, e.g. asbestos cement placed against one another
E04B 5/02 - Load-carrying floor structures formed substantially of prefabricated units
E04B 5/12 - Load-carrying floor structures formed substantially of prefabricated units with wooden beams
E04B 1/30 - Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materialsComposite steel and concrete constructions
E04B 1/16 - Structures made from masses, e.g. concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, sub-structures to be coated with load-bearing material
E04B 5/04 - Load-carrying floor structures formed substantially of prefabricated units with beams of concrete or other stone-like material, e.g. asbestos cement
A framing structure (10) includes elements that are integrally connected by a poured bonding core (18). The elements include a hollow-interior column (12) having an opening (22) in a wall (20) that allows access to the interior and a beam (14) having a cavity (28) that is configured to receive a pourable bonding material (18). The beam (14) is positioned with respect to the column (12) such that the cavity (28) is aligned with the opening (22). Flooring sections (16) are supported by the beams (14).
E04B 1/00 - Constructions in generalStructures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
E04B 5/43 - Floor structures of extraordinary designFeatures relating to the elastic stabilityFloor structures specially designed for resting on columns only, e.g. mushroom floors
E04B 1/30 - Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materialsComposite steel and concrete constructions
E04B 5/40 - Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcementForm slabs with reinforcements extending laterally outside the element with metal form slabs
3.
SUPPORTING YOU AND YOUR BUILDING EVERY STEP OF THE WAY
