A building structure assembly for use with constructing buildings (e.g., dwellings, offices, and so on) is described. In some embodiments, the building structure assembly includes a fillable container structure formed of a drop stitch fabric or material, and a removable shoring structure configured to position the container structure in a desired configuration when filled by building material, such as cement or concrete. In some cases, the container structure can include reinforcement components, which move into suitable positions when the container structure is filled with the building material.

A slab filler, and method for implementing fillers in a two-way concrete slab for building structures, are disclosed. The filler comprises an upper keeper tray and a lower keeper tray, and a volumetric filling element. The upper keeper tray is attached to a top of the volumetric filling element and the lower keeper tray is attached to a bottom of the volumetric filling element. The filler comprises a plurality of indicators positioned on all corners of the keeper tray to indicate an amount or level of a concrete fed on the filler. The filler further comprises grooves at an end of the spacer, configured to securely hold one or more belts. Spacers and belts are configured to receive one or more rebar. Further, the volumetric filling element is a high-density material, where the filler is incorporated without upper keeper tray and lower keeper tray.

Various embodiments provide a functionally reinforced concrete slab including a concrete substrate having a first substrate area with a first reinforcement level and a second substrate area having a different second reinforcement level. The functionally reinforced concrete slab further includes a concrete substrate reinforcement apparatus enclosed within the concrete substrate. The concrete substrate reinforcement apparatus is positioned based on the first substrate area and the second substrate area to provide a non-uniform reinforcement of the concrete substrate.

A concrete block includes first, second, third, fourth, fifth, and sixth planar faces. The first and second faces are generally parallel, and the distance between the first and second faces define a thickness of the first block; the third and fourth faces are parallel to each other and perpendicular to the first and second faces; the fifth face is perpendicular to the first, second, third, and fourth faces; the sixth face: extends perpendicular to the third face; extends toward the fourth face and ends at a non-planar remainder section; is parallel to the fifth face; is contained in a plane that intersects a plane containing the third face; and a distance from the intersection to the remainder section is at least as long as the thickness of the first block; and the remainder section extends between the sixth face and the fourth face and has a shape such that when a second block of the same construction as the first block has its remainder section engaged against the remainder section of first block, the remainder sections of the first and second blocks mate.

An interlocking system of modular units engageable to form vertically and horizontally stable assemblies. The modular units include blocks and modular panels, each having vertical and optional horizontal bores that provide passage for plumbing, electrical wiring, and other connectivity. The modular units may be formed of lightweight cementitious materials, and may find use in assemblies such as walls, floors, ceilings, roofs, and entire building structures.

Described herein are compositions comprising hemp, minerals, and water. Such compositions may be used in construction, building materials, insulation, etc. Such compositions may be sprayed, poured, cast, molded, etc.

Various implementations include methods and apparatuses for constructing a concrete structure. In one implementation, a structure includes a pre-cast concrete column section and a pre-cast concrete beam section. The column section includes an embedded first assembly with a threaded rod, and the beam section includes an embedded second assembly defining a channel for receiving the threaded rod. Grout is fed through a joint between the column and beam sections into the second assembly to couple the threaded rod with the second assembly. The grout is urged through the joint and the second assembly by gravity and by applying vacuum suction to a grout port defined by the second assembly. The grout port extends between the channel of the second assembly and an external face of the beam section.

The disaster-resistant structure secured to a body of cast material comprises at least one flexible cable to resist high loads, debris impact and other hazards that occur due to high winds, tornadoes, earthquakes, or other severe storms. The structure is secured to the body of cast material by at least one flexible cable passing through. At least one hollow tube imbedded into the body of cast material. The flexible cable is looped around the structure in a substantially vertical plane, passed through the tube, traveling inside the walls and ceiling. The ends of the flexible cable are connected using any conventional means for connecting cable ends. The structure is also secured by at least one other flexible cable that is looped around the room structure in a substantially horizontal plane located within the walls and secured using any conventional means for connecting cables. In the preferred embodiment, the walls are also secured together by at least one other flexible cable that is looped around the room in a substantially horizontal plane and secured to the structure's framing. The ends of the horizontally looped flexible cable are secured to the structure's framing such as the door framing with a connector, hook, or other means of securing the end of a cable to a framing member. The at least one horizontally looped flexible cable is located within the walls. The vertically looped and horizontally looped flexible cables form a network of cables around the structure, located within the walls of the structure. In the preferred embodiment, the network of flexible cables may be encased in a cast material placed into the wall cavities and above the ceiling panel.

The present invention discloses an integrated steel concrete building and its construction method. The building comprises a plurality of prefabricated room modules of steel, each including at least one column having a structure of hollow steel tube, which has an inner chamber inserted with penetrating rebars and poured with concrete. The penetrating rebars extend upwardly out of the column of the prefabricated room module into an inner chamber of a column of a prefabricated room module of an upper floor.

A method of constructing a reinforced concrete floor structure or wall structure, including: fabricating a precast panel substantially from concrete including a first set of parallel conduits extending through the panel, wherein the conduits open to opposite sides of the panel; moving the panel into its final position on a building site; and inserting tensioning cables through the conduits and tensioning the precast panel in the direction of the conduits to form a reinforced floor structure or wall structure, and a dowel connecting system for joining adjacent precast building panels, the system comprising elongated hollow dowel members cast in at the edges of two or more precast building panels such that when the building panels are positioned adjacent to each other their respective dowel members are co-linearly aligned; and a dowel piece to be inserted into a recess of the co-linearly aligned dowel members and to extend across the building panels, wherein the recess of the dowel members is adapted to be filled with grout to anchor the dowel piece therein and thereby structurally joining adjacent building panels.