Procedure in construction of high speed windproof houses
OwnerFederico Martinez-Cepedainventor
Life of this patent
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Abstract
A novel procedure in construction houses is presented with the particular characteristic of being projected to support efficiently the loads generated by high speed winds as the ones in the atmospheric phenomenon denominated TORNADO. The procedure steps can be summarized as follows: a first step consists of constructing the structure of a prototype house. A second step consists of the covering of the structure with steel lamina, forming a fuselage of the house, a showier final effect, then a covering in the interior with hard tongued and grooved wood. A third step consists of setting the closings of the structure. Therefore, the range of the invention is subscribed to the universe of the structural profiles used for metallic constructions.
Claims1
A procedure in construction of high speed windproof houses, said windproof houses comprised of a high resistance steel profile, similar to type Mon-Ten, rolling lamina in cold and with ua drawing formed by skids, a core and some closings, having said core as well as the closings stiffened, in order to obtain that all the section is an effective area and at the same time, obtaining with those stiffenings, in a safe and efficient way fixation of he steel lamina that is used later on, which efficiently supports the loads and efforts provoked by the wind at high speed, said procedure comprising the steps of:
- constructing a structure of a house, that integrates a main structure, settings up on a piece of land, and lifting the main structure comprised of columns, joists, skids and crosspieces, using the steel profile;
- and wherein union of joists with different columns is done efficiently by means of joint plates, and screws;
- wherein these joint plates are angular steel lamina plates and screws are calculated and designed to support loads generated by winds up to 250 miles per hour, choosing special steel screws type Grade 5, wherein union of joists that intercross is done by steel screws type Grade 5, and wherein the joist union and columns do not intercross and are joined by terminal plates, in comprised of a steel plate that is welded in the crosspieces closings, leaving the whole structure united by steel screws grade 5, and forming a sole piece;
- covering the structure with steel lamina, forming a fuselage of the house, a showier final effect, then a hard wooden covering is made for the interior part, and the internal walls of the rooms are covered with hard tongued and grooved wood, standing out from the joint steel laminas with the profile of a column, by means of welding or glue or with self-threading screws meanwhile, the union of a steel lamina with the profile of the skids is done by means of screws, or glue, obtaining in such a way a fuselage of the structure, and obtaining a sole body and at the same time a capacity to support the loads and efforts of the wind;
- and
- setting closings of the structure, that will be used to diminish and to divert currents of wind shock, comprised of some curved pieces, that will be set in place where edges of the crossings of the flat surfaces of the covering and walls would be, so when wind flow crashes, wind deviates and at the same time its speed is diminished.
Dependencies are inferred from the claim text.