AR095865A1 - STRUCTURE FOR ANTISISMIC HOUSES, AND METHOD FOR BUILDING IT - Google Patents
STRUCTURE FOR ANTISISMIC HOUSES, AND METHOD FOR BUILDING ITInfo
- Publication number
- AR095865A1 AR095865A1 ARP140101602A ARP140101602A AR095865A1 AR 095865 A1 AR095865 A1 AR 095865A1 AR P140101602 A ARP140101602 A AR P140101602A AR P140101602 A ARP140101602 A AR P140101602A AR 095865 A1 AR095865 A1 AR 095865A1
- Authority
- AR
- Argentina
- Prior art keywords
- panel
- upright
- profile
- joins
- post
- Prior art date
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
Estructura para viviendas antisísmicas, que carece de columnas, la cual comprende al menos cinco paneles rectangulares autoportantes ubicados en posición vertical (1, 2, 3, 4, 5) o primero, segundo, tercero, cuarto, quinto panel, unidos uno a continuación de otro por sus montantes laterales, el montante lateral derecho (7) del primer panel se une con el montante lateral izquierdo (8) del segundo panel, el montante lateral derecho (9) del segundo panel se une con el montante lateral izquierdo (10) del tercer panel, el montante lateral derecho (11) del tercer panel se une con el montante lateral izquierdo (12) del cuarto panel, el extremo superior del montante lateral derecho (13) del cuarto panel se une con el extremo superior del montante lateral izquierdo (15) del quinto panel mediante un perfil en C de cierre (31), el montante lateral derecho (16) del quinto panel se une al montante lateral izquierdo (6) del primer panel, formando el perímetro de la estructura, estos paneles se vinculan a sucesivos otros paneles rectangulares (17, 18, 19, 20, 21, 22, 23, 24, 25) en posición vertical, interiores al perímetro, determinando espacios interiores, en cada uno de los paneles entre el montante lateral izquierdo y lateral derecho se ubican los montantes intermedios (26), los extremos inferiores de cada montante lateral derecho, izquierdo, e intermedio de cada panel están vinculados en forma perpendicular a dos largueros interiores horizontales paralelos (27, 28) que se ubican a noventa grados respecto a los mismos, los cuales se unen a la base de fundación (30) mediante platinas (29), y los extremos superiores de cada montante se vinculan con un perfil en C(31) de cierre de cada panel, este perfil en C(31) de cierre del segundo panel se vincula con el perfil en C (31) de cierre del cuarto y quinto panel mediante una serie de correas paralelas (32), estas correas se vinculan a noventa grados con una serie de perfiles en U (33), paralelos entre sí, de altura decreciente determinando la unión entre ambos una cuadrícula cuyo perfil es parabólico sobre la cual se monta una cubierta (34).Structure for anti-seismic housing, which lacks columns, which comprises at least five self-supporting rectangular panels located vertically (1, 2, 3, 4, 5) or first, second, third, fourth, fifth panel, joined one below on the other, by its lateral uprights, the right side upright (7) of the first panel joins the left side upright (8) of the second panel, the right side upright (9) of the second panel joins with the left side upright (10 ) of the third panel, the right side post (11) of the third panel joins the left side post (12) of the fourth panel, the upper end of the right side post (13) of the fourth panel joins the upper end of the post left side (15) of the fifth panel by means of a C-profile closing (31), the right side post (16) of the fifth panel joins the left side post (6) of the first panel, forming the perimeter of the structure, these panels are v successively incline other rectangular panels (17, 18, 19, 20, 21, 22, 23, 24, 25) in an upright position, interior to the perimeter, determining interior spaces, in each of the panels between the left and side lateral upright right, the intermediate uprights (26) are located, the lower ends of each right, left, and intermediate side upright of each panel are perpendicularly linked to two parallel horizontal interior stringers (27, 28) that are located at ninety degrees from they, which are attached to the foundation base (30) by means of plates (29), and the upper ends of each upright are linked with a C-profile (31) of each panel closing, this C-profile (31 ) The closing of the second panel is linked to the C-profile (31) of the closing of the fourth and fifth panel by means of a series of parallel belts (32), these belts are linked to ninety degrees with a series of U-profiles (33) , parallel to each other, of decreasing height entity determining the union between them a grid whose profile is parabolic on which a cover (34) is mounted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ARP140101602A AR095865A1 (en) | 2014-04-15 | 2014-04-15 | STRUCTURE FOR ANTISISMIC HOUSES, AND METHOD FOR BUILDING IT |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ARP140101602A AR095865A1 (en) | 2014-04-15 | 2014-04-15 | STRUCTURE FOR ANTISISMIC HOUSES, AND METHOD FOR BUILDING IT |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| AR095865A1 true AR095865A1 (en) | 2015-11-18 |
Family
ID=56119145
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| ARP140101602A AR095865A1 (en) | 2014-04-15 | 2014-04-15 | STRUCTURE FOR ANTISISMIC HOUSES, AND METHOD FOR BUILDING IT |
Country Status (1)
| Country | Link |
|---|---|
| AR (1) | AR095865A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110334458A (en) * | 2019-07-11 | 2019-10-15 | 哈尔滨工业大学 | A method for assessing the seismic capacity of structures considering the influence of the initial damage state |
-
2014
- 2014-04-15 AR ARP140101602A patent/AR095865A1/en unknown
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110334458A (en) * | 2019-07-11 | 2019-10-15 | 哈尔滨工业大学 | A method for assessing the seismic capacity of structures considering the influence of the initial damage state |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FB | Suspension of granting procedure |