• 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 invention describes a method of building habitable installations for floating devices, comprising: lowering a first standardized container (3) adapted through at least one vertical prismatic gap (25) of a supporting structure (2) to rest on some supporting supports (4) of the lowest floor; fixing the first container (3) to said support supports (4) of the lowest floor; and, for each subsequent floor, fixing to the supporting structure (2) above each container (3) already placed subsequent support supports (4), lowering a subsequent container (3) to rest on said supports (4) of subsequent support, and fixing said container (3) subsequent to said subsequent support supports (4) on which it rests. The invention also includes a habitable installation (1) constructed according to the above procedure and a container (3) adapted to execute said procedure. (Machine-translation by Google Translate, not legally binding)
    公开号:ES2642160A1
    申请号:ES201630605
    申请日:2016-05-11
    公开日:2017-11-15
    发明作者:Antonio José LLAGO HERMIDA
    申请人:Gabadi S L；Gabadi Sl；
    IPC主号:
    专利说明:

    DESCRIPTION

    5 OBJECT OF THE INVENTION

    The present invention belongs in general to the field of the construction of habitable facilities for the use of the crew or the passage in any floating device, such as ships or oil rigs. 10

    A first object of the present invention is a method of building habitable facilities for floating artifacts improved by the use of standardized containers.
     fifteen
    A second object of the present invention is a habitable installation for floating devices manufactured using standardized containers according to the above procedure.

    A third object of the present invention is a standardized container adapted for the construction of a habitable installation according to the above procedure. twenty
    BACKGROUND OF THE INVENTION

    The construction of living facilities in floating artifacts presents a series of particular difficulties that are not found in the construction on land. In particular, it is necessary to take into account that these devices have a continuous movement due to the waves, so that the construction of any type of installation on the deck of a ship or platform must be carried out with special attention to safety and as quickly as possible possible. A rapid construction is also advantageous from other points of view, since it minimizes construction costs and reduces the risks to which operators are subjected.

    Currently, various construction procedures are known for floating artifacts based on the use of unit modules that are constructed and conditioned on land, and which are subsequently transported to the floating artifact for assembly to a structure formed by beams and columns with certain holes intended to receive the
    modules This entails a significant saving of time and costs, since the conditioning of the modules on the ground can be carried out under controlled conditions in the factory of the manufacturer. In addition, it is possible to minimize the tasks performed at sea, much more complicated and dangerous.
     5
    Document US 2005/0155538 entitled "System and method in toilet-craft or other structure" describes a constructive procedure in floating artifacts from unit modules of the type described. As mentioned, first of all, a structure formed by beams and columns is constructed, equipped with horizontal holes essentially in the shape of a parallelepiped designed to receive the unit modules. Next, the modules are transported to the floating device and placed in position in the structure. The modules are introduced laterally, and then these modules are fixed to the structure, usually by welding or fixing elements such as screws or bolts. This document presents the particularity that the modules have cavities designed to fit the position of certain beams of the structure.

    Document EP1454824 entitled "A method and cabin deck arrangement in a large passenger vessel" describes a construction system similar to the previous one where a structure is first constructed and then the unit modules are placed in position. 20 This document also describes the introduction of the unit modules in the structure in the lateral direction and their subsequent fixing by welding, screwing or similar.

    US 2,499,498 entitled "Mobile housing unit" describes a procedure for building a block of homes from mobile units. Although it is a procedure designed to be carried out on land, many of its characteristics are similar to those of the procedures described above.
    DESCRIPTION OF THE INVENTION 30

    The present invention describes a method of building habitable installations for floating artifacts that has various advantages over the procedures and systems known at present.
     35
    In this document, the term “habitable installation” refers to any type of
    construction on a floating device containing rooms intended for use by people, such as cabins, lounges, meeting rooms, dining rooms, etc.

    In this document, the term “floating device” refers to any device intended to float and be used on the surface of the water, whether in the sea, rivers, lakes, 5 swamps, etc., including ships, fixed or mobile offshore platforms, or others

    In this document, the term “punctual support” refers to a support that only occupies a very short section of an edge of a standardized container compared to the full length of said edge. As will be described in greater detail below, a standardized container is designed to be able to rely solely on four specific supports located in its corners. These specific supports are opposed to the supports used in the prior art, which in many cases cover two complete edges of the modules used, or even the four complete edges thereof.
     fifteen
    In this document, the term "standardized container" refers to a standard container that complies with ISO 668, which establishes the conditions that a shipping container must meet. A standardized container has a parallelepiped shape with standardized dimensions that allow its transport by land by trains or trucks, as well as by sea by ships. In addition, a standardized container 20 has a structural strength that allows it to be stacked forming several floors. A standardized container also has rectangular holes or corners located in its corners to allow its temporary fixation with each other or to the surface on which they are supported by means of standardized devices called "twist-lock". 25

    In this document, the term "twist-lock device" refers to the aforementioned standardized fixing devices that allow temporary fixing of standardized containers to one another or to other elements such as the deck of a ship, or the lower surface of the ship. platform of a train car or truck. A fixing system based on twist-lock devices is formed by the twist-lock device itself and a corner. The corner is essentially an essentially rectangular hole in a flat plate. The twist-lock device consists essentially of a rectangular projection configured to pass through the corner, and which can also rotate until it adopts a position that forms 90º in relation to the position of passage through said corner. So, once the twist-lock device is
    introduced in the corner and has been rotated, both elements are firmly coupled. To decouple them, simply rotate the twist-lock device 90 ° again so that its orientation matches the corner of the corner. A standardized container has both its four lower corners and its four upper corners of the corners. This allows, for example, to fix a standardized container 5 to the deck of a ship during transport thanks to the arrangement on the deck of the ship of twist-lock devices that are coupled to the corners of the lower corners of the container. It is also possible to fix a standardized container on another using double twist-lock devices, which are basically pieces that have two opposite rectangular projections and capable of rotating 90º with respect to an initial position. 10 Thus, a first projection of the double twist-lock device is coupled to the corner of the upper corner of a first container and a second projection of the double twist-lock device to the corner of the corresponding lower corner of a second container supported on the second First container
     fifteen
    A first aspect of the present invention is directed to a process for the construction of habitable installations for floating artifacts that essentially comprises the following steps:

    1) Build on the floating artifact a supporting structure designed to support 20 several standardized container floors.

    This supporting structure is normally formed by a base frame, composed of longitudinal and transverse beams that are joined by welding to the floating artifact, and a structure formed by vertical columns and horizontal beams 25 arranged on the mentioned base frame. In this invention, the vertical columns and horizontal beams of the structure are arranged so that the supporting structure has rectangular rectangular prismatic holes intended for the introduction of standardized containers, as will be described in more detail later in this document. The vertical beams are fixed 30 on a pollin which, in turn, is fixed on the cover of the floating device to distribute the loads on it that must be reinforced under cover properly.

    2) Fix standardized containers adapted to the supporting structure so that they constitute a habitable installation of several floors.

    Once the previous bearing structure has been completed, the standardized containers adapted to the crane are installed and fixed, which can be fixed to the floating device itself or placed in an auxiliary vessel. The standardized containers have previously been subjected to an adaptation procedure on the ground so that they can perform various functions depending on the type of room to be created in each case. This adaptation procedure, whose main characteristics will be defined in greater detail later in this document, may include, for example, the removal of some walls to create larger rooms than a single standardized container, the removal of part of the roof or the floor to allow the passage of stairs between containers, the installation of doors or windows, the provision of plumbing or wiring installations, the installation of fixed furniture elements, etc. In short, adapted standardized containers are ready to be used by the corresponding personnel once they have been fixed to the structure and properly connected to each other. In addition, all these modifications are carried out so that the dimensions of the standardized containers and their structural strength are not modified, so that they can be transported and handled in the conventional manner.
     twenty
    The process of fixing the standardized containers adapted in the supporting structure basically includes the following steps:

    2a) Lower a first standardized container adapted through at least one prismatic vertical hollow of the supporting structure until it is supported 25 on support supports of the lower floor.

    2b) Fix the first standardized container adapted to said support supports of the lowest floor.
     30
    2c) For each subsequent floor, fix subsequent supporting supports to the supporting structure above each adapted standardized container, lower a subsequent adapted standardized container to support it on said subsequent support supports, and fix said subsequent adapted standardized container to said subsequent support supports 35 on which it rests.

    This procedure contrasts with the procedures known in the art, where the placement of the modules in their position of the structure is carried out laterally. Indeed, since the modules are transported by means of a crane, the introduction of them in their position according to a lateral direction is problematic because the cable of the crane does not allow a complete introduction of each module in its final location . It is necessary, therefore, the use of auxiliary means that allow the module to slide slidably in the structure, so that a partial support is first made and then the module is completely inserted into its position once disengaged from the crane. A procedure of this type is described, for example, in the document US 2,499,498 mentioned above, where rails are used that allow the initial support of the modules to subsequently push them until their complete introduction into the structure. This operation, in addition, would be especially complicated if it were carried out on the high seas due to the movements generated by the waves. fifteen

    The process of the present invention solves these problems because the supporting structure comprises at least one prismatic vertical hole through which the standardized containers are introduced vertically. This vertical prismatic hollow has a cross section with a shape that corresponds to that of a normalized container, normally rectangular. Thus, once each standardized container is positioned with the help of a crane above the vertical hole, it is enough to lower it vertically down through the vertical hole until it reaches the lowest available position. The standardized containers are placed successively starting with the standardized container of the lowest floor until it ends with the standardized container of the highest floor. In order to allow the standardized containers to descend along the vertical gap without the support braces being an obstacle, initially the support brackets are disassembled except for the support brackets of the standardized container on the lowest floor. Once the standardized container has been lowered from the lowest floor until it is placed in position, the 30 supporting supports intended to support the standardized container of the immediately superior floor are connected to the supporting structure and the latter is lowered until it is support on said support brackets. This process is repeated for each subsequent module until the standardized container of the highest floor is placed.
     35
    Another advantage of this assembly procedure is related to the use of containers
    normalized As mentioned earlier, standardized containers have standardized dimensions that allow them to be transported by trucks or trains. Transport is thus facilitated from the manufacturer's factory, where it is adapted for various functions within the habitable installation, to the port for transport by sea or its installation in the floating device. 5

    Standardized containers also have the advantage that they are structurally designed to be able to rely solely on four specific supports located at their corners. Therefore, in a particularly preferred embodiment of the process of the invention, each standardized container rests on at least four point-bearing supports that are fixed to the columns of the supporting structure near the intersections between beams and columns, of such so that the position of the support supports corresponds essentially to the corners of the adapted standardized containers. This contrasts with the modules used in the systems known so far, where in most of the cases it is necessary to support the entire lower face of the module, or 15 of all the four lower edges. In this invention, the use of point support brackets facilitates the operation of connection between the containers and said support brackets as the modules are installed, since it is only necessary to fix four point support brackets for each container. This saves time and material during the process of fixing the containers. In principle, the specific support brackets can be fixed to the supporting structure in any way known in the art provided that they adequately fulfill their function of supporting the standardized containers that rest on them, such as by welding or screwing.
     25
    Standardized containers also have the advantage that they have corner corners for fixing twist-lock devices. Therefore, in another especially preferred embodiment of the process of the invention, the fixing of each unit module to the specific support supports on which it rests is carried out by means of twist-lock devices. For this, the specific support brackets 30 may be provided with twist-lock devices configured to be introduced in the corners present in the corners of the standardized containers. In another preferred embodiment, the point support brackets may comprise corners. In that case, for each corner of the containers the fixation by means of twist-lock devices is carried out by introducing a double twist-lock device in a corner of the point support bracket 35 and in a corner corner of the adapted standardized container. Notice that, until
    now, the fixing systems using twist-lock devices had always been used for the temporary fixing of the containers during transport. However, the inventors of the present application have discovered that, in the context of the construction of a habitable installation for a floating device, the fixation provided by the twist-lock devices is sufficient for the definitive fixation of the standardized containers 5 on the support brackets This results in significant savings in time and materials compared to the construction methods used so far, where the modules were fixed to the structure by means of welding, screwing or the like. In addition, the use of twist-lock devices for fixing the containers to the specific support brackets allows a very simple disassembly of the habitable installation. 10

    According to another preferred embodiment of the invention, the subsequent support brackets are fixed approximately one meter above the ceiling of the standardized container adapted immediately below. In this context, the expression "approximately one meter" refers to a height sufficient to allow the gap between each adapted standardized container and the immediately superior adapted standardized container to be passable by an operator. These gaps between containers are used for the provision of different auxiliary elements of the habitable installation, such as pipes, wiring, etc. Being passable, access to operators is facilitated to remedy potential breakdowns or damages. twenty

    A second aspect of the present invention is directed to a habitable installation for floating artifacts constructed by the construction procedure described. A habitable installation of this type comprises:
     25
    a) A supporting structure that comprises at least one prismatic vertical hole configured to allow standardized containers to descend through it.

    b) A plurality of adapted standardized containers fixed to the structure in said at least one vertical recess so that they form several floors, where each adapted standardized container is supported on support brackets fixed to the supporting structure during the procedure of placing the standardized containers adapted.
     35
    In a preferred embodiment of the invention, each adapted standardized container is
    supported on at least four point support brackets fixed to the columns of the supporting structure near the intersections between beams and columns, such that the position of the support brackets essentially corresponds to the corners of the adapted standardized containers.
     5
    In another preferred embodiment of the invention, each standardized container is fixed to the specific support supports on which it is supported by means of twist-locks.

    In another preferred embodiment of the invention, each point support bracket comprises a corner holder for fixing the corner of a container by means of a double twist-lock device 10.

    According to another preferred embodiment of the invention, the subsequent support brackets are fixed approximately one meter above the roof of the standardized container adapted immediately below. fifteen

    A third aspect of the present invention is directed to a standardized container adapted to carry out the process of construction of habitable facilities described above. A standardized container of this type has essentially the following characteristics: 20

    a) It lacks one or both side walls, or a portion of one or both side walls. This will allow the creation of spaces in the habitable installation with a surface greater than that of a standardized container. For example, two standardized containers 25 each lacking each side can be arranged contiguously on the supporting structure, thus generating a room with a surface double that of a standardized container. Or, in another example, three standardized containers can be arranged contiguously on the supporting structure, two of them lacking a side wall and the third lacking both side walls, thus being able to generate a room with a triple surface area of that of A standardized container. Only a portion of a side wall can also be removed. In this way, rooms of different shapes and sizes can be created by means of the appropriate combination of standardized containers adapted by the total or partial removal of one or several side walls. 35

    b) Includes at least one vertical reinforcement pillar between the lower longitudinal edge and the upper longitudinal edge on sides devoid of at least a portion of the side wall, to limit the flexion of the upper longitudinal edges. Indeed, the inventors of the present application have discovered that the total or partial removal of a side wall from a standardized container affects its structural strength. 5 Under these conditions, the very weight of the upper edges of a side without a side wall causes them to flex, an arrow appearing in its central portion. To avoid this, the inventors of the present application have included one or more vertical reinforcing pillars according to the side wall surface removed.
     10
    c) Includes a reinforcement along the lower longitudinal edges on laterals lacking a lateral wall, to limit the flexion of the lower longitudinal edges. Indeed, when all or a portion of a side wall is removed, an effect similar to that described above in relation to the upper longitudinal edges occurs in the lower longitudinal edges, a flexion appears causing an arrow in the central portion of the same. To solve this problem, the vertical pillars described above do not work, but it is necessary to add an additional reinforcement that prevents the flexion of said lower longitudinal edge.
     twenty
    According to a preferred embodiment of the invention, this reinforcement comprises an additional plate welded to the beam that constitutes the longitudinal edge so as to close the U-profile thereof. The closure of the U-profile considerably increases the stiffness of the beam that constitutes the longitudinal edge, preventing it from bending. 25

    These modifications are added to those mentioned earlier in this document, such as the removal of part of the roof or floor to allow the passage of stairs, the installation of doors and / or windows, the installation of plumbing elements or electrical wiring depending on the needs, the installation of fixed furniture elements 30 such as toilets, sinks, or any other permanently fixed element, etc. All these modifications are made so that the external dimensions of the standardized container and its structural strength are not modified. This allows to transport the standardized containers from the factory on land where the adaptation works are carried out to the floating device where they will be installed by any means of transport in the conventional way.
    BRIEF DESCRIPTION OF THE FIGURES

    Fig. 1a shows a perspective view of a first phase of the process of the invention where the supporting structure is appreciated with the specific support supports 5 corresponding to the lowest floor.

    Fig. 1b shows a perspective view of a later phase of the process of the invention where a standardized container adapted on the point supports of the lower floor has been placed. 10

    Fig. 1c shows a perspective view of a later phase of the process of the invention where the arrangement of the adapted standardized containers corresponding to the lower floor has been completed and the specific support supports corresponding to the second have been fixed to the supporting structure floor. fifteen

    Fig. 1d shows a perspective view of a subsequent phase of the process of the invention where a standardized container adapted corresponding to the second floor has been placed on the specific support supports of the second floor.
     twenty
    Fig. 1e shows a perspective view of a later phase of the process of the invention where all the standardized adapted containers have already been placed on the respective point support supports of the second floor.

    Figs. 2a-2b show perspective views of a specific support according to the present invention.

    Figs. 3a-3b show perspective views of a container fixed to a specific support according to the invention.
     30
    Fig. 4 shows a perspective view of a standardized container adapted in accordance with the present invention.

    Figs. 5a-5b respectively show a profile view of the standardized container adapted from Fig. 4 and a detail of a cross section thereof where the reinforcing plate arranged in the lower longitudinal edge corresponding to the side where
    the side wall has been removed.
    PREFERRED EMBODIMENT OF THE INVENTION

    Next, a preferred embodiment of the present invention is described in more detail with reference to the attached figures.

    Fig. 1a shows a perspective view of a supporting structure (2) according to a preferred embodiment of the invention. As can be seen, the supporting structure (2) is formed by a base frame (21) constituted by a set of horizontal beams 10 arranged perpendicularly to each other and that are firmly fixed to the surface of the floating artifact. This base frame (21) constitutes the base on which vertical columns (22) are supported joined together through transverse beams (23). The supporting structure (2) also has diagonal reinforcements (24) as necessary depending on the load to which it will be subjected. fifteen

    The supporting structure (2) is designed so that it has rectangular prismatic vertical holes (25) whose dimensions are slightly larger than those of a standardized container (3). As can be seen in Fig. 1, the holes (25) are rectangular in shape and are delimited by a set of columns (22) arranged properly. This allows the adapted standardized containers (3) to be lowered as described above with the help of a crane from the top of the supporting structure (2) until they rest on specific supports (4) supporting the lower floor . These support points (4) supporting the lower floor are fixed to the base of the columns (22) and also rest on the base frame 25 (21). The positions of these support points (4) supporting the lowest floor correspond to the corners of the standardized containers (3). Thus, once each container (3) has descended along the prismatic hole (25) until it reaches its base, its corners rest on four support brackets (4) located in its corners. This situation is shown in Fig. 1b, where a standardized container (3) has already been placed in its position on the lowest floor of the supporting structure (2). Once supported, the support container (3) can be fixed to said support points (4) by means of a fixing system based on twist-lock devices (8).

    Indeed, as described earlier in this document, the fixing of the container (3) to the specific support supports (4) is done in various ways, although
    In this particular embodiment, the fixing is carried out with the help of fixing devices (8) of the twist-lock type. Figs. 2a and 2b show two perspective views of an example of support point (4) of support as used in this invention. It is a structure formed by metal plates firmly fixed to a column (22) of the supporting structure (2) in order to provide support to a corresponding standardized container (3). As can be seen, the point support (4) of support has an essentially rectangular corner (41) configured to receive a twist-lock device (8). Since the standardized container (3) also has a corner in its corners, a double male twist-lock element is used for fixing. In this way, the connection between each standardized container (3) and the four corresponding support points 10 (4) can be carried out extremely quickly in just a few seconds. This contrasts with the currently known modular construction procedures, where the joint frequently encompasses all of several edges of each container (3) and is also performed by welding.
     fifteen
    Figs. 3a and 3b illustrate the corner of a container (3) already fixed to a corresponding support point (4) by means of a double twist-lock device (8). As described above, a double twist-lock device (8) consists essentially of a piece provided with two rectangular projections arranged at opposite ends of the piece and which can rotate around the same axis of rotation by actuating a small manual lever Thus, to fix the corner of a container (3) to a point support, it is sufficient to first place the twist-lock device (8) double on the point support (4) so that one of the rectangular projections is inserted inside of the corner (41) of said support (4). Then, the container (3) is lowered to rest on the point support (4) so that the other rectangular projection 25 of the twist-lock device (8) is inserted in the corner of said corner of the container (3). Finally, it is sufficient to actuate the lever to rotate both rectangular projections 90 ° in relation to the initial position, thus being the corner of the container (3) firmly fixed to the support (4) as shown in Figs. 3a and 3b.
     30
    Once the first container (3) of the lowest floor is placed, the next container (3) is lowered from the lowest floor, and so on until finishing placing and fixing the containers (3) of the lowest floor as shown in Fig. 1c. In this figure it can also be seen how the container (3) located in the foreground has been modified to include an entrance door. If it is desired to create a single room of triple size than that of a single container (3), it can also be assumed that the
    Central container (3) lacks side walls (31). The process of modifying the containers (3) will be described in more detail below.

    Fig. 1c also shows the support brackets (4) supporting the subsequent floor, which have been fixed to the respective columns (22) of the structure once the immediately lower container (3) has been placed. Therefore, the structure (2) is ready to receive a subsequent container floor (3). Fig. 1d shows a subsequent container (3) already fixed to the respective support points (4), and Fig. 1e shows a perspective view of the installation (1) already finished where the entire upper container floor ( 3) already fixed to the respective supports (4) punctual with 10 support. As can be seen, the specific support supports (4) of the upper floor are arranged a certain height above the ceiling of the support containers (3) immediately below. A space is thus generated between each container floor (3) that can have a height of about one meter for the provision of various auxiliary installations such as pipes or electrical wiring. In addition, these spaces 15 have a sufficient dimension to be passable, which greatly facilitates the performance of maintenance or repair tasks.

    Fig. 4 shows an example of a standardized container (3) already adapted for use in the construction of a habitable installation (1) such as the one described. This container 20 (3) has been modified so that both the dimensions and the structural strength of a standardized unmodified container (3) are preserved. This allows to maintain the corresponding certification that allows its handling in the conventional way both during its transport and during its installation. On the contrary, other modified containers (3) known today are losing their certification, so they can no longer be treated as conventional containers (3) and thus lose a large part of their advantages.

    The standardized container (3) adapted from Fig. 4 lacks one of the entire side walls (31), which allows it to be combined with one or more containers (3) to create 30 wider spaces. In order to maintain the structural resistance of the standardized container (3) adapted despite the elimination of the side wall (31), which as mentioned earlier in this document has bearing capacity, this adapted standardized container (3) essentially presents a pair of vertical reinforcement pillars (32) and an additional reinforcement plate (35). 35

    The vertical reinforcement pillars (32) are located in the central area of the side of the container (3) lacking a side wall (31) between the corresponding upper edge (34) and the lower edge (32). The fixing of these pillars (32) to the corresponding edges (34, 35) can be carried out, for example, by welding. The arrangement of these reinforcing pillars (32) provides a structural resistance to the container (3) similar to that provided by the original side wall (31) that has been removed.

    The additional reinforcing plate (35) is shown in Figs. 5a and 5b. Fig. 5a shows a profile view of the container of Fig. 4, and Fig. 5b shows a detail of the lower longitudinal edge (33). This edge (33) has an essentially open U section 10 towards the left side. To reinforce it, the additional plate (35) is welded in a position such that it closes the wings of the U-section, which gives the lower longitudinal edge (33) greater rigidity.

    The combination of the vertical reinforcement pillars (32) and the additional reinforcement plate (35) allows avoiding the appearance of flexion in the lower (33) and upper (35) longitudinal edges of the adapted container (3).
    权利要求:
    Claims (12)
    [1]

    1. Procedure for the construction of living facilities for floating artifacts, which includes the following steps: 5
    - build on the floating artifact a supporting structure (2) intended to support several standardized container floors (3); Y
    - fix standardized containers (3) adapted to the supporting structure (2) so that they constitute a multi-storey habitable installation (1),
    characterized in that the placement of the standardized containers (3) includes the following steps:
    - lowering a first standardized container (3) adapted through at least one prismatic vertical recess (25) of the supporting structure (2) until it is supported on support supports (4) of the lower floor;
    - fixing the first standardized container (3) adapted to said support supports (4) 15 of the lowest floor;
    - for each subsequent floor, fix to the supporting structure (2) above each adapted standardized container (3) and placed subsequent support brackets (4), lower a subsequent adapted standardized container (3) until supporting it on said supports (4) of subsequent support, and fixing said standardized container (3) subsequently adapted to said subsequent support supports (4) on which it rests.

    [2]
    2. A method according to claim 1, comprising supporting each standardized container (3) adapted on at least four point supports (4) that are fixed to the columns of the supporting structure (2) near the intersections between beams and columns, and where the position of the support brackets (4) corresponds essentially to the corners of the adapted standardized containers (3).

    [3]
    3. Method according to claim 2, wherein the fixing of each standardized container 30 (3) adapted to the specific support supports (4) on which it rests is carried out by means of twist-lock devices (8).

    [4]
    4. Method according to claim 3, wherein fixing by means of twist-lock devices (8) comprises, for each corner of the adapted standardized containers (3), inserting a double twist-lock device (8) into a corner of the support (4) of
    punctual support and in a corner corner of the container (3) standardized adapted.

    [5]
    5. Method according to any of the preceding claims, wherein the subsequent support brackets (4) are fixed approximately one meter above the roof of the standardized container adapted immediately below. 5

    [6]
    6. Livable installation (1) for floating artifacts constructed by means of the construction procedure of any of the preceding claims, comprising:
    a supporting structure (2) comprising at least one prismatic vertical recess configured to allow standardized containers (3) 10 to descend therethrough; Y
    a plurality of adapted standardized containers (3) fixed to the structure (2) in said at least one vertical recess so that they form several floors, where each adapted standardized container (3) is supported on support supports (4) fixed to the supporting structure (2) during the placement procedure of the adapted standardized containers (3).

    [7]
    7. Livable installation (1) according to claim 6, wherein each adapted standardized container (3) is supported on at least four point support brackets (4) fixed to the columns of the supporting structure (2) near the intersections between beams and 20 columns, and where the position of the support brackets (4) corresponds essentially to the corners of the adapted standardized containers (3).

    [8]
    8. Livable installation (1) according to claim 7, wherein each adapted standardized container (3) is fixed to the specific support brackets (4) on which it is supported by means of twist-lock devices (8).

    [9]
    9. Livable installation (1) according to claim 8, wherein each point support (4) comprises a corner for fixing the corner of a container (3) by means of a double twist-lock device (8). 30

    [10]
    10. Livable installation (1) according to any of claims 6-9, wherein the subsequent support brackets (4) are fixed approximately one meter above the roof of the standardized container (3) adapted immediately below.
     35
    [11]
    11. Standardized container (3) adapted to carry out the procedure of
    construction of habitable facilities according to any of claims 1-5, characterized in that:
    - it lacks one or both side walls (31), or a portion of one or both side walls (31), to allow the creation of spaces with a surface greater than that of a standardized container (3); 5
    - includes at least one vertical reinforcement pillar (32) between the lower longitudinal edge (33) and the upper longitudinal edge (34) on sides lacking at least a side wall portion (31), to limit the bending of the edges upper longitudinals (34);
    - includes a reinforcement (35) along the lower longitudinal edges (33) on 10 laterals lacking a lateral wall (31), to limit the flexion of the lower longitudinal edges (33).

    [12]
    12. Standard container (3) according to claim 11, wherein the reinforcement (35) along the lower longitudinal edges (33) on sides devoid of side wall 15 (31) comprises an additional plate (35) welded to said lower longitudinal edge (33) so that it closes the U-profile thereof.
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    ES2321958T3|2009-06-15|MODULAR TRANSPORT BUILDING AND METHOD TO MANUFACTURE IT.
    ES2333576B1|2011-04-18|EXTENSIBLE TELESCOPIC STRUCTURES OF CAGES AND MARITIME CONTAINERS.
    EP2546169A1|2013-01-16|Adjustable sea container
    CA2026320A1|1990-08-02|Rigid expandable structure
    WO2013091126A1|2013-06-27|Collapsible container for consolidated load transportation and associated method for collapsing
    EP2393998A1|2011-12-14|Prefabricated container house
    US20090199492A1|2009-08-13|Building
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    BR112014019394B1|2021-01-12|transportable unit to form a residential space and set of two transportable units
    ES2337517T3|2010-04-26|FOLDING HOUSING.
    DK173442B1|2000-11-06|Ship, especially merchant ship
    JP2007224557A|2007-09-06|Evacuating tower
    EP2494127A1|2012-09-05|Prefabricated container house
    ES1271479U|2021-06-23|VEHICLE SHELTER |
    ES2230943A1|2005-05-01|Transportable and aggregable housing module, has housing unit whose surface is covered with protective fabric, truss provided with facade cantilever, and self-supporting insulation cast side panels provided on top rail
    ES1134840U|2014-12-18|Composite envelope for building |
    WO2021217196A1|2021-11-04|Transportable habitable fold out structure
    Petrich et al.1968|STRUCTURAL DESIGN ASPECTS IN MONUMENT PRESERVATION
    同族专利:
    公开号 | 公开日
    EP3456903A1|2019-03-20|
    WO2017194799A1|2017-11-16|
    US10745088B2|2020-08-18|
    MX2018013526A|2019-12-05|
    ES2642160B1|2018-05-08|
    EP3456903A4|2021-09-22|
    US20190144081A1|2019-05-16|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    US4890565A|1985-01-07|1990-01-02|Sea-Land Service, Inc.|Apparatus for securing on-deck containers|
    GB2476102A|2009-12-14|2011-06-15|Key Housing Ltd|Transportable modular building construction system|
    WO2011117675A1|2010-03-24|2011-09-29|Shiu Kay Eric Kan|Volumetric prefabricated building modules and methods of packing and assembling same|
    US20140022840A1|2012-07-17|2014-01-23|Kabushiki Kaisha Toshiba|Non-volatile programmable switch|
    FI84999C|1986-02-11|1992-02-25|Masa Yards Oy|Ship Construction|
    FI78036C|1987-05-27|1989-06-12|Waertsilae Meriteollisuus|Device for cab elements|
    DE4119422C1|1991-06-13|1993-01-07|Lloyd Werft Bremerhaven Gmbh, 2850 Bremerhaven, De|
    US6016636A|1998-06-04|2000-01-25|Hopeman Brothers Marine Interiors Llc|Modular ship's cabin and method of installation|
    FR2784650B1|1998-10-14|2001-01-12|Alstom Technology|PREFABRICATED LIVING SPACE FOR A VESSEL AND METHOD FOR INSTALLING SUCH PREMISES IN A VESSEL|
    US8991134B2|2013-02-13|2015-03-31|Carson Wheeler|Reconfigured modular building unit and method|US10704251B1|2017-07-25|2020-07-07|Vessel Technologies, Inc.|Modular housing system and methods for using the same|
    CN112227528B|2020-09-03|2022-01-28|中国化学工程第六建设有限公司|Fabricated building structure system and construction process|
    CN112550604A|2020-12-01|2021-03-26|沪东中华造船有限公司|Method for controlling flatness of inner bottom of duplex stainless steel of chemical tanker in segmented manner|
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