Structures, particularly wall and/or pillar structure, comprising a supporting portion and a covering portion for covering the supporting portion, the supporting portion being provided by solid material pieces and at least one string for jamming at least some of the solid material pieces, wherein the covering portion comprises at least one covering device and wherein the string and the covering device are attached to each other.

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 collapsible formwork element, the element including: a pair of opposing side wall panels; and at least one connector member extending between the side wall panels, wherein the formwork element is movable between an expanded configuration, wherein the opposing panels are spaced apart, and a collapsed configuration, wherein the opposing panels are relatively closer together.

A tie bar for fixing opposing steel meshes in a shear wall is provided. The shear wall includes a first steel mesh and a second steel mesh. The first steel mesh and the second steel mesh are spaced apart by a predetermined distance. The tie bar includes a first end portion, a second end portion, and two connections. The first end portion is configured to surround and be fixed to two adjacent vertical bars of the first steel mesh. The second end portion includes two free ends, and these two free ends are configured to respectively be fixed to two adjacent vertical bars of the second steel mesh. The two connections connect the first end portion and the second end portion respectively.

Various implementations described herein are directed to a formwork system. In one implementation, the formwork system includes aluminum extrusions and aluminum castings. The aluminum castings and the aluminum extrusions can be assembled by being pressed and riveted together.

Various implementations described herein are directed to a formwork system. In one implementation, the formwork system includes aluminum extrusions and aluminum castings. The aluminum castings and the aluminum extrusions can be assembled by being pressed and riveted together.

The disclosure presents a composite conduit formwork structure which includes a cylindrical outer casing adapted to bond with a cylindrical inner casing which are maintained at a fixed distance apart by a plurality of radial stanchions. The inner casing and outer casing form an interior void which is filled with concrete during manufacture. The outer casing and inner casing remain in place to protect the structure once completed. A novel method of assembly is also provided whereby radial stanchions are rotated between the outer casing and inner casing. All of the components in a preferred embodiment are formed of a fiberglass material.

The present invention relates to a modular construction system with molding formwork or permanent formwork for concrete or reinforced concrete industry aimed at building construction. It Incorporates a number of key elements: structural-elements for forming flat walls, corner-elements, -elements connectors between the flat elements, auxiliary-elements of rectangular cross section which are located adjacent to the panels. Each cell has at least one of their edges a longitudinal rail and at the opposite end has at least one counter-rail so that they can connect adjacent elements. Along the inner surface of the flat structural elements exists at least one longitudinal rail in order to couple connectors between each pair of elements and stabilize the position. Once the final structure concrete is poured into the hollow interior of this cavity and flows through the perforations in the structure generating a textured finish that can also receive other materials for creating different types of coating.

In a one aspect there is disclosed a formwork wall panel (10) having an operative inner surface (12) to face towards an inner space to be filed with building material and an opposing operative outer surface (14) having a surface finishing component (16) secured thereto. The operative inner surface (12) of the formwork wall panel (10) includes a brace coupling formation (18) operatively adapted to engage a wall panel coupling formation (20) of a brace (22) operatively extending between the formwork wall panel (10) and an opposing second formwork wall panel.

The present invention relates to a constructive assembly for building walls which allow forming wall coverings. Examples of coverings that can be formed with the present invention are façades, party walls and partition walls. The constructive assembly is characterized by being formed by a plurality of cables intended for being arranged under stress in the vertical position, and a plurality of blocks having coupling means for coupling them to cables such that integral joining is assured, forming the wall. Walls thus formed do not require the use of mortar or the need to be built by skilled labor, making it possible to build reformed or new exposed wall faces more easily and in a cleaner and faster manner and, in the case of thin material (tiles), with the certainty that such material will not become detached.