Disclosed is a container module for construction having a fireproof floor slab. The container module for construction having a fireproof floor slab may include: two lower side rails that constitute lower long sides among lower sides of the container module for construction; two lower end rails that constitute lower short sides among the lower sides; four lower corner castings respectively arranged at corners between the lower sides; supporting units respectively provided to be inwardly protruded from inner surfaces of the two lower side rails; and a slab part of which both ends are supported by supporting surfaces of the supporting units respectively provided at the two lower side rails.

The present subject matter relates to method(s), system(s) and device(s) for cladding of materials, and in particular to an undercut clip anchor system. The system comprises a horizontal rail which mounts both an upper undercut clip and a lower undercut clip for attaching an upper cladding panel and a lower cladding panel, respectively. Serrations on the undercut clips and on a nut bar serrated washer allow for the accurate vertical adjustment of the cladding panels.

A steel beam comprising a frame formed by a first web part, a second web part, a base plate and a horizontal top part. The first and second web part are arranged side by side at a distance from each other, and joined at a first end of the first web part and the second web part by the horizontal top part. The first and second web part are joined at a second end of the first web part and second web part by the base plate. The base plate, the first web part, the second web part and the horizontal top part are arranged to form a space that can be filled with concrete. The steel beam further comprises a hollow member arranged inside the space sealed to prevent concrete entering. The hollow member is attached to the frame for preventing movement in relation to the frame.

A prefabricated insulated building panel features a sheet of rigid thermally insulating material, an inner structural layer connected to one face of the insulating material, and an outer layer of cured composite cementitious material connected to an opposite second face of the rigid insulating material with a thickness allowing the cured composite cementitious layer to be supported at the insulating material by bonding action therewith. The panel also features channels at the interface between the composite cementitious outer layer and the insulating material formed by grooves in the second face of the insulating material extending to a periphery of the panel. These channels afford pressure equalization and moisture drainage capabilities to the panel. Additionally, the inner structural layer comprises a layer of cured composite cementitious material bonded to the insulating material, which has a thickened edge portion along the periphery of the panel compared to strengthen the panel.

A cementitious composite for in-situ hydration includes a first layer, a second layer spaced from the first layer, and a cementitious mixture disposed between the first layer and the second layer. The cementitious mixture includes cementitious materials. The cementitious mixture is configured to absorb a mass of water that provides a maximum 28 day compressive strength of the cementitious composite upon curing which is represented by M.sub.w=x.Math.M.sub.c. M.sub.w is the mass of the water per unit area of the cementitious composite. M.sub.c is a mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite. x is a ratio of the mass of the water relative to the mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite that provides the maximum 28 day compressive strength of the cementitious composite. x is between 0.25 and 0.55.

A cementitious composite for in-situ hydration includes a first layer, a second layer spaced from the first layer, and a cementitious mixture disposed between the first layer and the second layer. The cementitious mixture includes cementitious materials. The cementitious mixture is configured to absorb a mass of water that provides a maximum 28 day compressive strength of the cementitious composite upon curing which is represented by M.sub.w=x.Math.M.sub.c. M.sub.w is the mass of the water per unit area of the cementitious composite. M.sub.c is a mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite. x is a ratio of the mass of the water relative to the mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite that provides the maximum 28 day compressive strength of the cementitious composite. x is between 0.25 and 0.55.

The present set of inventions relates to the field of building and in particular to building constructions and to processes for manufacturing building constructions comprising tensioned and non-tensioned tendons and can be used to construct residential, public and office buildings and constructions as well as for reconditioning or restoring the same. The technical result consists of the provision of relatively long-extended constructions or complicated shape constructions working as a single pre-tensioned construction and characterized by high carrying capacity, stability and rigidity. Said technical result is obtained by the fact that in a multi-component building member comprising at least two components and pre-tensioned tendons, each component is made as a tendons module comprising an initial and a final supporting elements with holes for the pre-tensioned tendons and with a stand for placing anchors and tensioning arrangements; and a reinforcing cage located between said supporting elements and comprising an upper and a lower elements in the form of a grid with a cellular structure, the cells having the shape of an equilateral polyhedron, and at least one median element under the form of a space reinforcement structure comprising inclined reinforcement bars forming equilateral polyhedral pyramids oppositely oriented in space, the pre-tensioned tendons of the first component being anchored at the initial and final supporting elements of the same, the pre-tensioned tendons of each following component being anchored at the final elements of the previous and the current components. Said technical result is obtained as well by the fact that in a process for assembling the multi-component building member, the median, the upper and the lower components of the tendons module are preassembled, attached between the initial and the final supporting elements, the tendons are inserted and then pre-tensioned, wherein, starting with the second tendons module of the construction, the anchor of the pre-tensioned tendons is mounted on the final supporting element of the previous tendons module, whereas a tensioning arrangement is mounted on the final supporting element of the pre-tensioned tendons module.

A structural formation system includes a first component that is configured to deposit an unhardened first material for forming one or more layers of a three-dimensional structure. The structural formation system also includes a second component that is configured to at least partly incorporate a second material within the unhardened first material of the three-dimensional structure. Moreover, the first and second components of the structural formation system are independently operable for forming the three-dimensional structure integrally with the first and second materials.

A structural formation system includes a first component that is configured to deposit an unhardened first material for forming one or more layers of a three-dimensional structure. The structural formation system also includes a second component that is configured to at least partly incorporate a second material within the unhardened first material of the three-dimensional structure. Moreover, the first and second components of the structural formation system are independently operable for forming the three-dimensional structure integrally with the first and second materials.

Apparatus are provided for a curtain wall anchor system. The curtain wall anchor assembly may include various anchor configurations. Each anchor embodiment is intended to reduce labor time and costs and eliminate extraneous steps in the construction process involving curtain walls. Each possible anchor assembly also features an optional component of attaching a concrete anchor for optimizing load paths and solving issues of bending in traditional edge angle pour stops.