ES312122A1 - Procedure for the erection of high buildings of steel concrete. (Machine-translation by Google Translate, not legally binding) - Google Patents

Abstract

Procedure for the erection of tall steel concrete buildings, characterized in that the buildings to be erected are equipped with balconies (divisible in boxes), being erected firstly on the floor surface of the building, in a manner known per se, by means of large wall formworks. surface, according to the invention, two side walls and the inner rear wall of the individual enclosures of the floor, or are additionally placed to the walls erected in the concrete, one or more walls or parts of installation walls (provided in the installation workshop of water supply connections and drainage for toilets, washbasins, rinsing tables, bathrooms, etc., and plasters with light construction materials) and after the construction of the wall formworks, respectively also after the introduction of one or more installation walls in the open space towards the exterior side of the building, a support is introduced from above (in which The following is detailed in more detail) of the enclosure roof formwork, with a large area, which can be used permanently, because a shuttering support for the balcony floor (also more detailed) is placed on the outside of the building, next to the formwork support. in what follows) permanently usable, provided with a protective scaffolding showing a railing and showing a receiving channel, which if necessary is coupled with the formwork support and/or respectively if this were also necessary, is anchored on the balcony, respectively on the floor of the enclosure or on the walls of the enclosures, and because after that on the balcony formwork support they are placed in the channel as finished parts, prefabricated balcony sill rails provided with connection irons, these rails then by concreting the floor of the balcony and the successive roof of the enclosure they are joined with them in a unit, because also after the setting of the building unit resulting from the railing, the balcony floor and the space roof that happens to him, first the balcony floor shuttering support is dismounted and it is subsequently transported by the crane to the next floor, and because these procedural phases after that in each case they are repeated on the next floor until the building has reached the projected height. (Machine-translation by Google Translate, not legally binding)