Abstract: Three-dimensional structures are made of open or closed profile structural beams, said beams being connected perpendicularly to each other at all multiple joints and joined by an end face plate of said beams with cubic multiple joints. Such three-dimensional structures possess extremely good bearing property, said bearing capacity amounting to two and a half times its elastic limit so that these structures can compete economically with three-dimensional truss structures.

Abstract: A fire-resistant gate is disclosed which comprises a trapezoidally profiled steel sheet with punched thorny apertures, insulating layers on both side of the profiled steel sheet, and the outer face of the insulating layers being made of thin fiber reinforced cement layers. The advantage of the gate resides not only in the fact that the profiled steel sheet for bearing the vertical load is covered by the insulating layers and thus protected from fire, but also in that bearing capacity and stiffness of the gate are improved by the combination of expanded mineral-cement layers and thin fiber reinforced cement layers.

Abstract: A composite structural material is disclosed which comprises a profiled steel sheet and an insulating layer bonded to the profiled steel sheet on at least one side thereof, said insulating layer comprising an expanded mineral core layer bonded with an inorganic binder or a mixture of inorganic binder and a small amount of organic binder. The steel sheet has joining means extending therefrom and into the insulating layer. The composite structural material may be used as a roof material.

Abstract: Three-dimensional structures made of open or closed profiled metal beams and plates are disclosed. Said structures comprise a plurality of parallel frame beams connecting the side flange junctions with respective joists and connecting the top flanges of the frame beams with plates. The structure is divided into frame beams modules easily fabricated in factories and easily transported and then joists are fit at the construction site, thereby resulting in a high degree of prefabrication and shortened installation time.

Abstract: A construction element comprises a wide-flange steel beam having a web-flange thickness ratio of at least 0.8. Anchors or holding members in the form of studs or wire fabric are secured only to the web of the beam, and a reinforcing bar or plate extending along the beam is in turn welded to the achoring members. The area between the flanges of the beam is then filled with a concrete body in which the holding members and reinforcing elements are embedded for fire resistance.