• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    The anti-earthquake system for houses, is formed by the elements that we place between the two blocks of foundations (1, 3) separated from a building (4). Among them we put balls (2), and springs (5) between them. The balls (2) are steel barks filled with cement. In the variant, the building (4) will be supported by a hemisphere (7, 8), -or, in a semi-cylinder for the second variant-, which will also be formed by a bark (7) filled with cement (8). Some springs (5) support it against the earth that surrounds it. (Machine-translation by Google Translate, not legally binding)
    公开号:ES2648520A1
    申请号:ES201600556
    申请日:2016-06-29
    公开日:2018-01-03
    发明作者:Fº JAVIER PORRAS VILA
    申请人:Fº JAVIER PORRAS VILA；
    IPC主号:
    专利说明:

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    DESCRIPTION
    Anti-earthquake system for houses.
    Object of the invention
    The main objective of the present invention is to achieve a high level of resistance against earthquakes, which can be achieved by placing balls (2) of cement-filled steel, between the two foundation blocks (1, 3) of a building (4). And, in the variant, instead of balls (2), put a hemisphere (7, 8) formed by a crust of steel (7), also filled with cement (8).
    Background of the invention
    The only antecedent of this invention will be found in the Maipey Twin Towers, although, their function and form are very different in them. In them it is a corridor that connects the two towers, so that it can be crossed on foot, from the first to the second. In the present invention, otherwise, it is simply a beam or horizontal axis (12) that does not form any corridor, nor communicates between them the two buildings (9). The axis (12) only has the mission of being able to pivot on the pivots (11), when the air, or, the movement imposed by an earthquake, tends to unbalance them.
    Description of the invention
    The anti-seismic system for houses, is a system formed by the element (2) that we place between the two separate blocks of the foundations (1, 3) of a building (4). The balls (2) are formed by a steel crust filled with cement. Between the balls (2) place springs (5). In the variant, instead of balls (2), we will put a hemisphere (7, 8) at the base of the building (4), which will now rest on a single block of foundations (1). The hemisphere (7, 8) will be formed by a crust of steel (7), filled with cement (8). Some springs (5) will rest between the curvature of the hemisphere (7, 8), and, the walls of the earth that surround it. This hemisphere (7, 8), in another variant, will be semi-cylindrical, and, will also be formed with a steel crust (7), which we will fill with cement (8). To better balance the buildings (9), when they are equal, and, are next to each other, we put a pivot (11) in each building (9), which joins a horizontal axis (12), which will be a steel beam that can pivot on the pivots (ll) when the wind tends to move the buildings (9). A little further down, we add other oblique axes (10) that will form a colonnade when we put a semi-cylindrical base instead of a hemispherical base. These axes (10) extend to the building (9) next door and end in a spring (5) that will be fixed to the asphalt by a metal cylinder that will be embedded in the lower end of the oblique axis (10). These oblique axes (10) will also be extended on the other side of each building. Date of the invention: (25.06.16)
    Description of the figures
    Figures n ° 1: Front view of a building (4) with two blocks of foundations (1, 3) separated, between which we put the balls (2) and the springs (5) between them.
    Figures n ° 2: Front view of a building (4) that rests on a hemisphere (7, 8), -or, on a semi-cylinder for the variant-, which is formed by a crust (7) filled with cement (8 ), some springs (5) support it against the surrounding land.
    Figures 3: Front view of two identical buildings (9), with a conical or tetrahedral shape that have a pivot (11) to which a horizontal axis (12) is attached, below, other oblique axes (10) form a colonnade , and, at the lower end they have a spring (5) that is fixed to the asphalt.
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    Figures 1-3:
    1) First foundations
    2) Cement filled steel balls
    3) Second foundations
    4) Building
    5) Springs
    6) Cement
    7) Semisphere with steel crust, filled with cement
    8) Cement
    9) Conical or tetrahedral building
    10) Oblique shafts
    11) Pivots
    12) Horizontal axis
    Description of a preferred embodiment
    The anti-seismic system for houses, is characterized by being a remedy against the unexpected waves of earthquakes, to the extent that, being located between two blocks of foundations (1, 3) that are separated by balls (2) , the seismic waves will tend to roll them because these waves usually arrive laterally, and, they move to the buildings (4) also from side to side. Only in the event that the epicenter of the earthquake is just below the building (4), the waves would arrive from below, and, upwards. But, in this case, they would tend to elevate the entire structure, and, they would not be as destructive, perhaps, as when they attack laterally, because the building (4), in the latter case, moves from side to side and breaks its structure . With the balls (2) of steel and cement, the lateral waves will produce a lateral movement in those balls (2) that will first be absorbed by the springs (5), and, in the event that the balls (2) are moved from On the other hand, they would leave intact the structure of the building (4) because, the foundations (3) that they have at their base, would not be unstructured, insofar as the lateral movement of the balls (2) would be the one to absorb it of the waves.
    In the variant, -figure n ° 2-, the seismic wave absorption effect will be even more effective, perhaps, because, being a hemispherical structure (7, 8), which is supported by springs (5) against the Earth walls, these springs (5) will be the first to absorb the impact of the waves, - as well as absorb all the movements that may occur inside the houses -, and then the vibration imposed by the waves , it will be absorbed by the balancing of the hemisphere (7, 8) which, despite weighing more than the building (4) that is built on it, will always return to the equilibrium position.
    In another variant, instead of being a hemispherical structure (7, 8), it will be semi-cylindrical, also formed by a steel crust (7), reinforced at the base, as shown in Figure 2, and, filled of cement (8) In the variant form of figure 3, as in the previous building (4), a conical or tetrahedral shape is now proposed for the building (9), whose
    The base will also be formed by a bark of steel (7), with a hemispherical or semi-cylindrical shape, filled with cement (8), which is supported, at the bottom point, on the foundations (1) created for this house. A few springs (5) support the hemisphere against the cement walls that are on the foundations, and, around the hemisphere. Instead of a hemisphere, as I have just said, we can also put a semi-cylinder, for a longer building. On this occasion, we will put two equal buildings (9), next to each other, or, in the case of putting a hemispherical base, we can put four buildings (9) in the corners of a square. As we see in the upper area, we have put a pivot (11) in each building (9), and, a horizontal axis (12) between the two pivots (11). If there were an earthquake, the two semi-cylindrical base 10 buildings would dance in tandem, but, they could not fall, either sideways or inwards. And, in the case that it was a hemispherical base, by putting four or more buildings like this, all of them would be connected by horizontal axes and pivots, so that they would form a much more solid structure, which would also dance in unison , but, would not fall. The pivots (11) would be fixed, in the buildings (9), to horizontal steel shafts (12) 15 that would be at the height of the pivots. These axes are optional, and, to ensure the balance of the houses, we can resort to another option that consists of adding, in the lower zone, other oblique axes (10) that extend towards the other building (9), crossing the street , from above. With these oblique axes a kind of colonnade will be formed. At the lower end of these oblique shafts (10) we will place a spring (5) that will be fixed to another metal cylinder 20 that will be embedded inside the oblique shafts by the upper end, and, will be fixed to the asphalt by the lower end . With these oblique axes (10), the balance of the building will still be better secured in the case of an earthquake.
    权利要求:
    Claims (4)
    [1]
    1. Anti-seismic system for houses, characterized by being the element (2) that we place between two parallel and separate blocks of foundations (1, 3) of a building (4). The balls (2) are
    5 formed by a steel crust filled with cement. Between the balls (2) we place springs (5), located horizontally.
    [2]
    2. Anti-seismic system for houses, characterized by being a variant, in which, instead of balls (2), we will put a hemisphere (7, 8) at the base of the building (4), which will now be supported
    10 in a single block of foundations (1). The hemisphere (7, 8) will be formed by a crust of steel (7), reinforced at the base, and filled with cement (8). Some springs (5) will rest between the curvature of the hemisphere (7, 8), and, the walls of the earth that surround it.
    [3]
    3. Anti-seismic system for houses, characterized by being another variant for the hemisphere (7,
    15 8), which will now be semi-cylindrical, and, will also be formed with a crust of steel (7), to the
    that we will fill with cement (8).
    [4]
    4. Anti-seismic system for houses, characterized by being an option for when there are many buildings, in which a pivot (11) is added in the upper area of each building (9)
    20 triangular, whose shape is that of a cheese cut-off, which is held in the described anti-seismic system. The pivot (11) joins a horizontal axis (12), which is a steel beam. Further down, other oblique axes (10) are added that will form a colonnade when the anti-seismic system is semi-cylindrical, rather than semi-spherical. These axes (10) extend towards the building (9) next door and end in a spring (5) that is fixed to the asphalt by a metal cylinder 25 that is embedded in the lower end of the oblique axis (10). These oblique axes (10) also extend across the other side of each building.
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    同族专利:
    公开号 | 公开日
    ES2648520B1|2018-10-10|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    ES2005097A6|1987-02-17|1989-03-01|Prieto Fernandez Joaquin|Anti-systematic construction system |
    ES2199082A1|2002-07-26|2004-02-01|Ferre Juan Campillo|Secure structure|
    WO2008015717A1|2006-08-04|2008-02-07|Rosss S.P.A.|Improved multi-direction antiseismic supporting system|
    WO2015081431A1|2013-12-02|2015-06-11|The Governing Council Of The University Of Toronto|System for mitigating the effects of a seismic event|
    法律状态:
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    申请号 | 申请日 | 专利标题
    ES201600556A|ES2648520B1|2016-06-29|2016-06-29|Anti-earthquake system for houses|ES201600556A| ES2648520B1|2016-06-29|2016-06-29|Anti-earthquake system for houses|
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