The invention relates to a supporting beam, in particular of composite design, for slab systems, in particular of composite design, wherein the supporting beam extends in a longitudinal direction and has: a support extending in the longitudinal direction, in particular a steel support, which is formed in at least two pieces and has at least two support parts which each extend in the longitudinal direction.

The invention concerns the construction process and can be employed in the course of construction of buildings and structures of different purposes in order to reduce labor consumption during formation of floor slabs, and to facilitate integrity retention of a slab and hoisting equipment during the rotation operation.

The carcassing method assumes simultaneous construction of bearing solid-cast reinforced-concrete structural vertical elements and hinged to them vertically oriented reinforced-concrete pivot floor slabs. The construction process involves preliminary installation of separating elements between slabs and bearing structures as well as between adjacent slabs. After the concrete has developed its strength, the above slabs shall be flipped to the horizontal position and butt joints between slabs and bearing vertical elements as well as between adjacent floor slabs shall be grouted. The vertical elements and floor slabs are formed in layers, vertical partition elements represent sheet-type or film-type polymer materials, the pivot hinge of floor slabs represent an elongated element located in the middle portion of a floor slab and whose longitudinal axis coincides with the slab rotation axis.

Bearing elements shall be formed as columns.

Tubular round-in-section hinge elements of horizontally adjacent floor slabs shall be located at opposite sides of the longitudinal axis of a column.

Floor slabs shall be reinforced by a prestressed reinforcement cage made of a sheathed steel cable.

Tendons shall be installed inside of floor slabs after their formation. For this, the solidifying grout is fed into cavity of the slip formwork inside a slab, linear voids are formed by means of channel formers.

The longitudinal axis of a hinge runs through the mass center of a floor slab.

Slabs shall be flipped in the ascending and descending order.

Channel formers shall be shifted upon shifting the formwork or upon transition to the next layer.

Channel formers shall comprise the broach for installation of tendons in channels.

Channel formers are equipped with vibrators for compaction of the grout.

After rotation of slabs, the reinforcing cable shall be placed inside transverse channels and shall be tensioned.

A method for forming a plurality of beams connected in series is provided. The method comprises the following steps: providing a plurality of columns; providing a plurality of pre-assembled bar combinations, wherein each of the plurality of pre-assembled bar combinations comprises a plurality of lower main bars and a plurality of lower stirrups, and at least one end of the plurality of the lower main bars has connection sections extending beyond the plurality of lower stirrups; hoisting each of the bar combinations so that the two ends thereof are placed on top of two adjacent columns of the plurality of columns and the connection sections of the plurality of lower main bars of adjacent plurality of bar combinations overlap; and connecting the plurality of connection sections of the plurality of lower main bars of the adjacent plurality of bar combinations.

A method for forming a plurality of beams connected in series is provided. The method comprises the following steps: providing a plurality of columns; providing a plurality of pre-assembled bar combinations, wherein each of the plurality of pre-assembled bar combinations comprises a plurality of lower main bars and a plurality of lower stirrups, and at least one end of the plurality of the lower main bars has connection sections extending beyond the plurality of lower stirrups; hoisting each of the bar combinations so that the two ends thereof are placed on top of two adjacent columns of the plurality of columns and the connection sections of the plurality of lower main bars of adjacent plurality of bar combinations overlap; and connecting the plurality of connection sections of the plurality of lower main bars of the adjacent plurality of bar combinations.

An assembly of concrete structural elements includes a first and a second concrete lower column, and a first and a second column capitals are supported on respective upper ends of the respective first and second lower columns. At least one inverted beam is extended between the first and second column capitals. At least one lower flat surface of the inverted beam is positioned on respective edges of the first and second column capitals.

A method for manufacturing a facade structure includes fastening to a load-bearing underground of a facade a dimensionally stable insulating layer having a supporting outer surface. Spacers of the same height are fastened to the insulating layer such that the spacers protrude outward from the insulating layer. An elastic adhesive is applied at points and/or as rows onto the insulating layer and/or the tile elements in areas in which no spacers are disposed, the height of the applied adhesive being greater than the height of the spacers. The tile elements are adhered to the insulating layer by pressing the tile elements against the spacers, whereby hollow spaces remain between the tile elements and the insulating layer due to the point-like and/or rows of applied adhesive.

A method for manufacturing a facade structure includes fastening to a load-bearing underground of a facade a dimensionally stable insulating layer having a supporting outer surface. Spacers of the same height are fastened to the insulating layer such that the spacers protrude outward from the insulating layer. An elastic adhesive is applied at points and/or as rows onto the insulating layer and/or the tile elements in areas in which no spacers are disposed, the height of the applied adhesive being greater than the height of the spacers. The tile elements are adhered to the insulating layer by pressing the tile elements against the spacers, whereby hollow spaces remain between the tile elements and the insulating layer due to the point-like and/or rows of applied adhesive.

Various implementations comprise methods and apparatuses for constructing a concrete structure. An apparatus according to one implementation includes a structure comprising a pre-cast concrete component that includes at least one post-tensioning duct, a post-tensioning tendon extending through the post-tensioning duct, and a poured in place concrete surface disposed above and coupled to the pre-cast concrete component.

Various implementations comprise methods and apparatuses for constructing a concrete structure. An apparatus according to one implementation includes a structure comprising a pre-cast concrete component that includes at least one post-tensioning duct, a post-tensioning tendon extending through the post-tensioning duct, and a poured in place concrete surface disposed above and coupled to the pre-cast concrete component.

The invention relates to a method for producing a ceiling in a building, having the following steps: a) a plate-shaped ceiling element which later remains in the structure, preferably in the form of a ceiling cladding or as a mounting for the ceiling cladding, in particular a dry building panel, is placed and/or fixed on the already completed walls; b) the plate-shaped ceiling element is supported in a closely spaced manner, optionally by means of supported horizontal bars; c) optionally, insulation and/or heating coils and/or an electric installation is placed on the plate-shaped ceiling element; d) a curable compound, for example concrete or prestressed concrete and/or a screed or heating screed or the like, is filled thereon; and e) the support elements are removed after the curable compound has been cured.