• 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:
    Collapsible and aggregatable survival cell, in the shape of a quasi-hexagonal tube, composed of rigid (1, 1 ', 1' ') rigid self-supporting insulating panels with articulation grooves (10) and blocking (11) on edges, joined by profiles of articulation and sealing (6), to which are attached fixed (3) and adjustable braces (4) that brace the articulation (2) - thus formed - with each other, and that are relieved for collapse. Front panels (7) that are housed in housings of the main panels can close the cell frontally, when they are assembled and placed in the union grooves (14) thereof. Resorting to the latter, and using the joining profiles (8) located in them can be added successively another identical cell at its end, and interposing between one (s) and another (s) the pieces of lace (9) aggregations is achieved with complex geometries. (Machine-translation by Google Translate, not legally binding)
    公开号:ES2680198A1
    申请号:ES201730224
    申请日:2017-02-22
    公开日:2018-09-04
    发明作者:Ignacio LAUWERS ALONSO
    申请人:Ignacio LAUWERS ALONSO；
    IPC主号:
    专利说明:

    image 1
    The present invention aims at a survival cell of insulated, articulated, collapsible panels for transport and storage, reusable, aggregate and floating, high
    5 benefits against impacts and actions in severe environmental conditions, even though it can also be used as a garden, shelter and even mini-house.
    Obviously there are currently several types and models, 10 which can be grouped according to their general characteristics and which we will analyze below:
    A.- Cable-stayed, with thin skin - fabrics, membranes and / or film - that are mounted on swollen rods or segments, whose own stiffness 15 generates arches or posts and receives the compression efforts that
    They balance the tensions of the skin. B.- Swollen, thin skin that delimit a volume under greater pressure than the atmospheric that balances skin tensions. C.- Capsule or rigid self-supporting element. 20 D.- of Box or element mounted based on rigid pieces joined together in situ.
    The problems and advantages of these groups and intrinsic to them are:
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    As can be seen, there is no adequate solution for the
    All required specifications, therefore, it is desirable to achieve the intended refuge in case of emergencies or extreme conditions that has more adequate characteristics than the existing models at present, and for this purpose we proceed to the contribution of a new solution, in an attempt to save the observed problem.
    image5 State of the Art:
    In order to proceed with the intended collection, it is necessary to consider the definition of the survival cell of articulated insulating panels, foldable for transport and storage, aggregating and floating, since there are several forms of denomination, among which are - in English -:
    -Collapsible
    -Expandable
    -Folding
    -Mobile
    -Portable
    - Removable
    In turn, the object obtained can be considered for use as:
    -Barrack
    - Case
    -Container
    -Shelter On the other, the intended function can be
    -Emergency
    -Hurricane
    -Protection
    -Survival
    -Transport
    In addition, it is possible to differentiate according to when the transformation into usable space takes place: a.-The assembly can be carried out on site and carried out by the users themselves a.1.-the package is opened and configured in useful space through its deployment a.2.- the assembly is carried out on site but needs to incorporate parts or parts that are incorporated in the same package a.3-the assembly is carried out on site but needs to incorporate parts or parts that are housed in separate packages b. - the assembly requires an auxiliary structure, and therefore is generally carried out in proximity, but requires a last transfer already completed to the point of use, or the transfer of said auxiliary structure in each assembly
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    And as for the repetition of these transformations:
    c.- The transformation usually occurs only once, being able to consider that this capacity corresponds almost completely to a construction phase. d.-The transformation is repeated throughout its useful life, being able to be carried out theoretically tens, hundreds or even thousands of times.
    Last but not least, we must consider the following cases:
    1.-The emergencies or intended utilities correspond to offering shelter in conditions of relative calm as a lodging or shelter, whether permanent, semi-permanent or temporary. 2.-The emergencies to be treated respond to the forecast of atmospheric conditions of great impact, especially in the case of high-speed winds (tornadoes, hurricanes, ...) as well as especially abundant snows, which in both cases will subject the structure to great tensions and are not able to withstand the buildings commonly used. 3.-Emergencies are caused by torrential rains, river overflows, especially important tides, and floods in general, that is to say, the buoyancy of the element is required, and the ability to adjust to the changes in levels of the liquid element, or of its ability to remain erect and usable in the face of these phenomena.
    Given this cluster of possible uses, and as far as it corresponds to the contribution of this invention, it has been taken as a starting hypothesis, that it must present an appropriate behavior before each and every one of them.
    For this reason, each and every one of the object-characteristic combinations indicated above has been used, and it is eliminated when it does not correspond to the intended search to find a device or system that guarantees a minimum volume during storage and transport, and maximum once located in its place of use, obtaining the following reference models:
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    With type of folding container:
    This typology is found in multiple patents, both in its horizontal and vertical version, and implies that two of the four sides are subdivided into two faces, which when closed, these fold inwards to occupy the minimum possible space. In this way, when they are not in use, the containers can only occupy their volume without gaps. However, this structure does not withstand significant horizontal / vertical stresses and the edges are necessarily rigid joints with the possibility of articulation.
    Let us study the case with KR 10-2014-0123496 and US 2015/0298855 A1, both corresponding to containers for freight transport, and adjusted to the measures, forms and characteristics of the intended use, very far in principle from serving as a cell of Survival, even when it is usual to use transport containers for residential or service cells, subjecting them to a specific preparation, among which is to improve their thermal insulation. In any case, its weight prevents transport and assembly without heavy machinery, which reduces the possibility of massive rapid intervention, especially in the case of geographically dispersed and / or difficult access actions.
    The invention, unlike KR 10-2014-0123496 that originates a rectangular prism, gives rise to a quasi hexagonal prism, which is not based on blocking the joints between panels transforming them into recesses, but on using braces that prevent deformation of all the cell, with which the rigidity is obtained with much more lightness, again fundamental for transport and assembly, in the same way that sandwich panels are used, as structure and skin compared to that of the indicated container that has its own structure, although the skin considerably strengthens its mechanical capacity.
    It should be noted that, although in both inventions the elements of frontal closures are part of the assembly itself or box, in KR 10-2014-0123496, these are configured as panels located on the floor panel, which makes it necessary to lift the articulation of the side panels on this, and therefore of a greater thickness of the folded assembly; while in the invention, the panels necessary to configure these frontal closures are located in a specific die cut in the thickness of the side and ceiling panels, whether or not they can be mounted according to needs.
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    This difference also occurs with US 2015/0298855, in which in this case the doors or front panels are superimposed with the side panels (not collapsible) either internally, or externally, rotating on the vertical edges. There, the difference in thickness between skin and supporting elements in the side panels is that used to accommodate the elements of panels and / or doors that close the prism at its ends when mounted.
    Most relevant difference is that in US 2015/0298855, the roof and floor are collapsible, maintaining the vertical stiffness at all times of the set, and that the non-collapsed position is obtained by dropping the two floor panels, and raising those of roof up to horizontality.
    The rigidity of the set is obtained by the turning stop in the joints of the support bars - achieved this becomes temporary embedment - together with reinforcement profiles, which bracing both sides at the height of the roof panel, and we understand from floor instead of the cables that work in tension in the invention.
    It should be remembered that these transport containers, are fundamentally prepared to receive and resist thrust of the load to be housed inside. The configuration itself in rectangular prisms, derived from its fundamental use, originates the need to achieve its rigidity based on profiles and materials of great inertia which generally translates into high weight.
    As we mentioned, there are other typologies used, highly differentiable with the invention.
    This is how the inflatables can be mentioned, for example: US 2016/0061033 A1 This typology refers to a very fast construction to assemble and the most efficient in occupied space in relation to the volume that it allows to house. However, it has the disadvantage of needing a continuous supply of energy, in addition to having a high maintenance and being little resistant to external actions.
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    Its main use is for those cases in which immediate action is required and there is little space, for example that it can only be transported in very small helicopters or in case of rapid intervention after a catastrophe and no other means available.
    Expandable, removable or telescopic volumes, eg US 005966956
    It is a typology that allows to reduce its volume based on the number of rigid elements that compose it. In its most basic form it has two rigid solids, but it is common to observe three or even four elements that are housed inside each other when it is not used.
       Those with cable-stayed leather and bellows, eg US 005842495
    It is a typology that refers to the traditional tent with straight and rigid or flexible bow-shaped rods and a surface that separates the interior from the outside. The surface works under tension while the compression rods, following the logic of the nature of these materials.
    It has the advantage of not requiring auxiliary means, being very light, economical and easily transportable. On the contrary, structurally it is weak, susceptible to fires and deterioration, and its cleaning is sometimes complex.
    By assembling more or less rigid pieces in the form of an arch or gantry, eg: US 9021750 B1
    The space is obtained by juxtaposition of each arch or portico to the desired length. Until the achievement of a certain length, the element is unstable or must be anchored to the ground or braced. It has the disadvantage of needing a prepared base.
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              To be configured as a rigid cell: eg: US 2003/0126805 A1
    Designed as a braced dome, which gives it good conditions of resistance to hurricanes. Its low profile also allows its use by people who require an accessible cell. It is not modular or foldable, which in a certain way implies a return to the concept of concrete block as an immovable shelter with a single utility. Description of the invention
    Given what was stated in the previous section, and in order to achieve greater fitness in the set of points studied, a box shelter model based on rigid pieces is proposed, that is, its volume is folded or reduced for transport , to be carried out in economical and lightweight material, easily recyclable, reusable, low maintenance, but floating, and whose transport, assembly and disassembly is simple enough so that a family unit can take it and enjoy it without resorting to facilities, knowledge, or machinery many times not available.
    It is intended to be able to use any climatic or orographic zone, having stopped it from being able to mobilize air transport, use motorized maritime or land transport,
    or on the contrary it must be carried manually and even dragged by the water or turned in the snow.
    And since its use is foreseen both as a space or volume of personal / family protection, such as storage, operating room, consultation, laboratory, kitchen, ... this will not be provided equipped, it being understood that this will be the object of differentiated transport.
    To optimize the space the structure is in the same plane as the thermal insulation, so you can opt for multilayer structural panels, in other cases with panels with variation of the compactness of the material in the internal area with respect to the external, or in others of specific treatment of the skin in light homogeneous material, with the intention that the weight of the set is sufficiently reduced, and the desired mechanical, thermal insulation, durability and buoyancy conditions are reached.
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    The condition of transportability and storage, leads to occupy the minimum space when it is not used, and so that it is foldable we have that it will be divided into several flat surfaces since the curves make the production very expensive, reduces the compactness and hinders its transport; and being the advantage that a cylinder has in front of a rectangular prism, the greater inner volume compared to the outer surface, we get very close to it and its advantages especially as it affects losses or thermal gains, air penetration and arc formation discharge with a quasi hexagonal prism.
      On the other hand, a hollow hexagonal prism can be stiffened much with braces that make the shape stable in itself, much more than a rectangular prism when achieving an internal triangulation, and with
    regarding the compactness in its transport, adopting a geometry not exactly adjusted to that of a regular hexagon but making its four short sides each measure half that of the long ones. Thus, folding them inwards with an outdated rotation axis, we get everything to remain in a compact volume, without wasting space and yet there are no additional tensions in the structure.
    In this way the invention is configured as a survival cell configured based on articulated insulating panels, being collapsible for transport and storage, aggregating and floating, made as a quasi-hexagonal tube of self-supporting rigid panels with articulation and blocking groove, joined by a articulation profile and continuous sealing at edges, equipped with shoulder straps at ends that even when they allow their deployment, prevent any rotation and displacement once their design position has been reached. Part of these panels have reverse projections, which house some pieces or panels that make up, once removed from said location and placed and assembled in their place, the front closures of the box, making it possible to close it completely. The main panels have accommodation slots arranged in which mechanisms allow the union with another identical cell and, where appropriate, pieces of lace that allow their aggregation in the formation of complex geometry clusters.
    For the purposes of merely showing the performance of the invention and its comparison with other existing models, a table of the characteristics obtained by theoretical calculation is provided for dimensions that guarantee its easy transport, and in this case with sandwich panels composed of sheet metal. aluminum and polyurethane and aluminum perimeter profiles:
    Theoretical benefits based on Alu / Poly / Alu panels 10cms.
    Folded volume: 40x293x233cms Transport: 24 units in 40 "standard container External deployed volume: 283x371x233cms Internal useful surface (base): 233x293cms Internal useful volume: 20m³ Maximum internal useful height: 2.83m Weight: 150kg Maximum load (buoyancy): 446Kg salt water
    fresh water 435Kg Hurricane winds: calculated for CAT 5, according to Saffir-Simpson scale. Hurricane impact calculated for 44m / s, according to
    ICC / NSSA 500/2008. Heavy snowfall: 200cm with a density of 10% Earthquakes: suitable for any intensity, except
    external impacts Heavy rains and floods suitable for any intensity, except strong currents Fires: maximum outdoor temperature 290ºC
    for 40 minutes Sound insulation:> 15dBA Thermal protection: transmittance: 5.4w * k-1 skin: aluminum body: polyurethane braces: Aramida®
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    In order to illustrate the explanation that will follow, we attach to the present specification, 8 sheets of drawings, in which with 55 figures grouped into 14 main figures, the essence of the representation is represented by way of example and without limitation present invention, and in which we can appreciate the following:
    Figure 1 a perspective representation of a simple cell completely closed frontally with the front panels in position.
    Figure 2 a perspective representation of a viable complex aggregation of simple cells with incorporation of lace panels. It is represented in this case floating on liquid element.
    Figure 3 a perspective representation of an aggregation based on the use of simple cells attached and staggered.
    Figures 4 A series of nine flat views with which it is intended to indicate where it should be located and where the panels that configure the front locks of the invention are located. For this, the first of which reflects in profile the invention (Fig. 4) in which the side panels seen from the outside are represented, another second in elevation, in which one of the pointers is reflected (Fig. 4b) of the cell with indication of the location of the panels that configure its already placed closure, another that corresponds to the roof panel seen from the inside (Fig. 4c), and which is accompanied by 3 cross sections (Fig. 4c1-secc. 1), (Fig.4c2-secc.2) and (Fig.4c3-secc.3) that allow to represent its geometry, and another that corresponds to the elevation of the side panels seen from inside the cell (Fig.4d) , which is accompanied by 2 denominated cross sections (Fig.4d4-secc.4) and (Fig.4d5-secc.5) that allow to represent its geometry. In both (Fig.4c) and (Fig.4d), the location and shape of the panels that will configure the cell's frontal closures are indicated
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    Figures 5 Two flat views called (Fig. 5) and (Fig. 5b) representing in section the joint between two side panels of the cell. In the upper one (Fig. 5), the position taken by the panels and the articulation profile are reflected when the cell is fully deployed, that is, in use. In the lower one (Fig. 5b), the position taken by the panels and articulation profile for transporting or storing the cell is reflected.
    Figures 6 Three flat views called (Fig. 6), (Fig. 6b), and (Fig. 6c), which represent in section the joint between one of the two widest panels (in this case floor) and a panel lateral of the cell, and that allow to observe the position adopted by the panels and the articulation profile at different moments of the assembly process. In the upper one (Fig. 6), it is represented as it is without unfolding the cell, that is to say in a position prior to starting said process. In the intermediate (Fig. 6b), as it could be during a step corresponding to the assembly or disassembly of the same. In the lower one (Fig. 6c), it is represented as it is when the cell is fully deployed.
    Figures 7 Two flat views called (Fig. 7) and (Fig. 7b) that represent in section the end of two main panels (roof / floor / side) corresponding to two cells in the aggregation process, or if necessary a panel main of a cell and a panel of lace to obtain a complex aggregation. On the left (Fig. 7), the materialized junction is represented, and on the right (Fig. 7b) the panels still not joined.
    Figures 8 Four so-called flat views (Fig. 8, Fig. 8b, Fig. 8c and Fig. 8d) representing in section the fit at the end of a main panel, (roof / floor / sides) of a front panel for the closure of the tester of a simple cell, in addition to an element for external anchoring of this. In the (Fig. 8) the materialized union is represented, and in (Fig. 8b), prior to its assembly, and indications for the correct assembly are provided.
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    The (Fig.8c), and (Fig.8d) are equivalent to the (Fig.8ª) and
    (fig. 8b) with the proviso that a
    reinforcement of the outer anchor element.
    Figures 9 Seven flat views called (Fig. 9a, Fig. 9b, Fig. 9c, Fig. 9d, Fig. 9e, Fig. 9f, and Fig. 9g) corresponding in elevation to different steps or phases in the process of a possible assembly or deployment of the invention according to method "A". The (Fig. 9) represents the fully folded cell, as it has been transported, the (Fig. 9g), represents the fully deployed cell, and the figures (Fig. 9b to Fig. 9f), at intermediate steps.
    Figures 10 Eight so-called flat views (Fig. 10, Fig. 10b, Fig. 10c, Fig. 10d, Fig. 10e, Fig. 10f, Fig. 10g, and Fig. 10h) corresponding in elevation to different steps or phases in the process of a possible assembly or deployment of the invention and illustrate the "B" method.
    Figures 11 Two flat plan views, called (Fig. 11), and (Fig. 11b) that illustrate a possible simple aggregation among the many achievable ones, and which is based on the addition, in this case of two simple cells using for it the union profile. In (Fig.11ª) the elements prior to their union are represented and in (Fig.11b), once they configure the corresponding aggregation.
    Figures 12 Fourteen flat plan views, named (Fig. 12th, Fig. 12b, Fig. 12c, Fig. 12d, Fig. 12e, Fig. 12f, Fig. 12g, Fig. 12h, Fig. 12i, Fig. 12j, Fig. 12k, Fig, 12l, Fig. 12m, Fig. 12n) illustrating possible complex aggregations among the many achievable ones, and which are based on the combined use of simple cells and lace panels. The elements prior to joining them are shown (Fig. 12, Fig. 12d, Fig. 12f, Fig. 12h, Fig. 12j, Fig. 12) and once they configure the corresponding aggregation (Fig. 12b, Fig. 12e , Fig. 12g, Fig. 12i, Fig. 12k, Fig. 12.m), except in the case of Fig. 12c and Fig. 12n which are represented only already aggregated. On the other hand, while the figures (Fig. 12 to Fig. 12i), both inclusive, correspond to aggregations based on a quasi-triangular lace panel, the figures (Fig. 12j to Fig. 12n), both inclusive, correspond to aggregations to Quasi-square lace panel base.
    Since the definition of these aggregations has been carried out in the plan, the geometry of the lateral lace panels have been represented only in this
    5 projection
    Figure 13 A flat view that represents a vertical section of the cell - when deployed -, in a plane parallel to the front elevation, and that allows to illustrate different elements
    10 that composes it.
    Figure 14 A flat view that represents a vertical section of the cell - when folded -, in a plane parallel to the front elevation, and that allows to illustrate different elements that compose it.
    15 In these figures we can see the following references
    1 panel
    2 joint20
    3 fixed brace 4 adjustable brace 5 outer anchor set 6 articulation and locking profile 7 front panel
    25 8 joint profile 9 lace panel for complex aggregations 10 joint groove 11 lock groove 12 anchoring device30
    13 anchoring head 14 joint groove 15 sealing groove 16 sealing profile
    35
      Description of the preferred embodiments
    The proposed invention aims at a survival cell of insulated, articulated, collapsible panels for transport and storage, aggregating and floating that materializes as a box in the form of a quasi hexagonal prism, which defines a shelter space for people .
    It's formed by
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     at least six rigid panels, called panels
    main (1), which configure, thanks to some
    5 joints (2) the body of a quasi hexagonal prism
    when the cell is mounted, and a prismatic block
    compact rectangular of much smaller volume when
    transport or store These panels are bearing is
    say they meet the characteristics of being part of the
    10 structure and in turn configure the cell envelope
    so that panels can be chosen preferentially
    multilayer structural, in other cases it could be resorted to
    panels with variation of the compactness of the material in the
    internal zone with respect to the external one, and in another option to
    fifteen panels of light homogeneous material with treatment
    specific to the skin, all with the purpose that the
    set weight is sufficiently reduced, and it
    reach mechanical conditions, thermal insulation
    , waterproof, durability and buoyancy desired.
    twenty Furthermore, said panels have the peculiarity that
    two of them have an equal width and are separated from each other by
    four panels - two on each side - of equal or smaller width
    half of each of those and identical to each other. Yes
    well, the number of panels, its
    25 provision and / or relative widths, this would modify the
    prism geometry, could reduce the compactness of the
    element for transport, would alter the process of
    assembly and disassembly, and would vary the performance of the
    cell per unit area of panel used.
    30
     An equal number of panels, that is according to the mode of
    preferred embodiment, six rigid profiles for
    articulation and blocking (6), of equal length and identical
    section, which join the longest sides to the panels
    35 main (1) two at a time, inserting into the slots
    corresponding housing of said panels
    called articulation groove (10), and configure the
    joint (2) thereof in addition to a tight seal and
    resistant of these edges. Between the panels less
    wide, the profiles are located in the interior of the
    prism, being able to allow a 212º turn between them,
    while the profiles corresponding to the union between
    a wide panel and a narrow panel, are located falling towards
    the outside and can allow a rotation of 106º. In all the
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    cases, reached their working positions, the profiles are hidden in the thickness of the panel, being that the joints thus configured become a toothed joint, because part of the profile becomes lodged in paths blocking grooves (11) of the panels , so that the greater the request of the union, the better response from the group. In its resting position, said part of the profiles serves as a handle for transport and handling of the shelter, these being metallic or polymeric profiles.
     At least two pairs of fixed braces (3), which brac the quasi hexagonal prism inside, so that even when they allow its deployment, they prevent any rotation and displacement once its design position has been reached. They are anchored to the anchoring heads (13) to the articulation profiles (6) by means of the anchoring devices (12), and join joint between wide and narrow panel with joint that join two narrower panels farther apart, symmetrically. In other embodiments, this number of fixed braces is increased or decreased, so as to obtain greater rigidity, greater mechanical performance, or decrease to obtain a lower presence of these.
     At least four adjustable braces (4) that are anchored in proximity to the fixed braces (3), and that allow the panels (1) and the fixed braces (3) to be loaded, to guarantee the stability of the shape of the prism when it is tensioned, while when it is stretched, it allows the assembly, disassembly and storage to be undertaken when it is not used. These braces are located symmetrically with respect to the cross section of the cell, and vertically, joining two joints between overlapping wide and narrow panels.
                   Preferably, the braces both fixed (3) and adjustable (4) are made of flexible synthetic materials of high performance section-load at break and with low elongation-load ratio, being able to use metal cables in another option.
     At least one set of four external anchors (5) that allow to fix or anchor the cell to the ground even when it is under water. These anchors prevent the dragging and tipping of the prism beyond its predetermined or acceptable position. They usually fix the base to the ground, even if in another embodiment or assembly they can participate in improving the performance of the mounted cell, fixing other points and / or other panels. They are usually fixed at the shorter ends of the panels to the anchor heads (13).
     A set of panels of smaller thickness that are located in the panels that will configure the sides and roof of the cell and that once mounted and fixed, will be removed from their housings to be placed in the joint grooves (14) located in the ends of the main prism panels, thus configuring the front panels (7). These panels together with the main panels delimit the volume of the cell, and close this, serving some of access doors. If these panels are placed as frontal closures, the transverse stiffness of the cell is increased, while if they are maintained in the main panels, their performance is improved.
     At least twenty-four joint profiles (8) of the same section, one on each end of each main panel, on both sides, and length half the width of the joint grooves (14) of these, which allow material bonding between two identical cells or, if applicable, lace panels
    (9) in order to proceed with the desired aggregation. Said profiles, which can be metallic or polymeric, can be partly moved out of the panel into the joint groove (14) so that they can be clipped to the base panel and screwed to the receiving panel. The relationship between profile length and the corresponding slot allows all profiles to be used. In other embodiments, the profiles are further chopped while maintaining the total length-profile ratio of the groove, avoiding part of torsion in the panels in exchange for increasing the assembly-disassembly work. These profiles are used, all or part of them, depending on the mechanical performance desired in the joint.
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     In the case of wishing to proceed with the aggregation of another cell (s), the joint profiles (8) with their screws are used, which are located in the joint groove (14) of the front edges of the panels, and the fitting pieces (9) of specific rigid panels are used when it comes to configuring complex cells. These pieces of lace, of similar material characteristics to that of the main panels, have the necessary geometry to formalize the desired joint, with grooves in their edges for insertion of the joint profile (8) or corresponding articulation and blocking (6).
    Depending on the geometry of the set formed, as much or more rigidity can be achieved than the entire single cell, even if it was decided not to incorporate the front closure panels (7). To avoid friction and seepage in an aggregation, each front end of the main panels, and their equivalent in the pieces of lace, have a sealing groove (15) and sealing profile (16), so that when it is done union, a tight seal is reached.
    The advantages of these provisions, are reflected in the own benefits of the invention, but also in its ease of assembly and disassembly since to facilitate a rapid response, the invention is prepared for this deployment by more numerous individual or collective persons, so Three mounting methods are considered, applicable depending on the number of participants and their strength, available area, and prevailing weather conditions.
    ASSEMBLY: Once the package is received, it will be placed in the direction of the prevailing wind (to offer the minimum area of incidence of the same).
    Method A. a.1.- The base is anchored to the ground using the external anchors (5). a.2.- The seals on one side will be removed and this
    up to the limit of what the inner side panels allow. The joint is stretched out until it reaches the locked position. The vertical tie is gently tensioned.
    a.3.- The opposite side is passed and the operation is repeated, and the vertical braces are firmly tensioned.
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    At the end of this, the main structure is assembled, and the closing pieces of the front ends (7) can be placed. The process corresponding to this method is illustrated step by step
    5 in the figures (Fig. 9a) to (Fig. 9g) both inclusive.
    Method B. It requires much more force than method A, but it is faster b.1.- The base is anchored to the ground using the external anchors (5).
    10 b.2.- Seals on both sides will be removed and the roof panel is lifted to the limit of what the inner side panels allow. The joint is stretched out until it reaches the locked position. The vertical braces are tightly tensioned. The process corresponding to this method is illustrated step by step
    15 in the figures (Fig.10ª) to (Fig.10h) both inclusive.
    Method C: only suitable with little or no wind and flat terrain) c.1.- The package is turned over 90º and held in this position so that the base is now vertical, the seals will be removed and
    20 displaces the ceiling of the base to the limit of what the interior panels allow to reach the locked position. c.2.- The vertical braces are tensioned (the two parallel to each other). Jumping for it within the volume, c.3.- The body is turned over until the base is supported on the ground, and
    25 moves to its final position. The anchoring is carried out with the external anchors (5), and assembly of the front closure parts (7). The vertical braces are tightly tensioned.
    30 In the case of undertaking the assembly of a complex aggregation, the adjustable tensioners (4) will not be tensioned excessively until the joint profiles (8) are fitted, and the connection between the different simple cells and / or pieces of fitting, that is, the desired assembly will be assembled and then tensioned.
    35 In the case of wishing to assemble a complex cell for floating use, it is recommended that it be installed in calm waters or even on land, given the difficulty of properly fitting the joint profiles and fittings in wave conditions.
    In the same way, and for the same reasons, it is desirable to proceed with the assembly of a complex cell in an atmospheric condition of calm, and elevated with respect to the ground, to better undertake the screwing actions of the lower profiles if these were necessary before extreme mechanical solicitations . In the case of simple aggregation by extension addition, it can easily be overturned, reaching all points without major problem.
    权利要求:
    Claims (5)
    [1]
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    1.-Collapsible and aggregating survival cell characterized by having a quasi-hexagonal tube shape, being composed of main self-supporting rigid insulating panels (1) with articulation grooves (10) and blocking (11) on edges, with articulation and sealing profiles (6) that join these panels two by two - inserting themselves in the articulation grooves (10) -, with fixed (3) and adjustable braces (4) that join the articulation (2) - thus formed - to each other, with front panels (7) that can close the cell frontally, with external anchors (5), and that can be attached or added to one or more identical cell to this by means of the joining profiles (8) that fit into the grooves of junction (14) located at the front ends of the main panels (1).
    [2]
    2. Collapsible and aggregating survival cell according to claim 1 above, characterized by being able to be added to identical ones that, with the interposition of lace panels (9) of material characteristics similar to those of the main panels (1), attached to them by the joining profiles (8) that fit into the connecting slots (14), allow to configure complex geometries or aggregations.
    [3]
    3. Collapsible and aggregating survival cell according to claims 1 and 2 above, characterized in that the main panels (1) rigid self-supporting insulators are configured by skin, or treatment, exterior and interior waterproof and intermediate body that gives it insulation and rigidity, the mechanical capacity to each plane, and the characteristics as a cell envelope, and its buoyancy.
    [4]
    4. Collapsible and aggregating survival cell according to claims 1 to 3 above, characterized in that the set of main panels (1) distinguishes the side panels, which measure approximately half the width of the other two - floor and ceiling-, which they fold inwards, collapsing the assembly, and reducing it to a compact rectangular prism and of much lower height than in its position of use.
    [5]
    5. Collapsible and aggregating survival cell according to claims 1 to 4 above, characterized in that the fixed (3) and adjustable braces (4), are flexible of synthetic or metallic materials, are located in the inner part of the cell, are fixed to the articulation profiles (6) by means of the anchoring devices (12) to the anchoring heads (13), so that the adjustable straps (4) tension the assembly, loading both the main panels (1) and the fixed braces (3) to ensure the geometric stability of the
    5 box 6. Collapsible and aggregating survival cell according to claims 1 to 5 above characterized in that, from the set of main panels (1), the roof panel and the four sides carry on their inner side, reverse projections, which house some pieces or
    10 front panels (7) that configure, once removed from said location and placed and assembled in its place, the front or front closures of the box, allowing the complete closure of the same by inserting it into the joint grooves (14) of the main panels (1). In turn, the union of the different panels
    15 by its edges, bracing the assembly, allows assembly, configures the box and guarantees its tightness.
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    同族专利:
    公开号 | 公开日
    ES2680198B1|2019-06-11|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    US2200277A|1936-09-21|1940-05-14|Howie Alexander|Container|
    GB1076183A|1963-04-06|1967-07-19|Warren Holmes|Improvements in and relating to collapsible boxes, crates, huts and similar constructions|
    US3261493A|1963-04-18|1966-07-19|Lockheed Aircraft Corp|Structural joint for a cargo container|
    GB1484903A|1973-11-21|1977-09-08|Swallert Sa|Collapsible structures in the form of house frame-works cargo containers or similar building structures|
    GB2225358A|1987-06-04|1990-05-30|Nisar Sayed|Portable foldable shelter|
    WO1989007180A1|1988-02-01|1989-08-10|Rudston-Brown, Paul, Calvary|Collapsible structure|
    US5107639A|1989-12-12|1992-04-28|Kenneth Van Wezel|Portable and collapsible building structure|
    US5133378A|1991-06-03|1992-07-28|William Tanasychuk|Ice fishing shelter|
    WO2011120075A1|2010-03-31|2011-10-06|Lowrey Development Pty Ltd|Expandable flat pack dwelling module|
    WO2015053437A1|2013-10-07|2015-04-16|한국컨테이너풀 주식회사|Sliding door-type foldable container|
    法律状态:
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    ES201730224A|ES2680198B1|2017-02-22|2017-02-22|Collapsible and aggregate survival cell|ES201730224A| ES2680198B1|2017-02-22|2017-02-22|Collapsible and aggregate survival cell|
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