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EP3788213B1 - Ouvrage portatif - Google Patents

Ouvrage portatif Download PDF

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Publication number
EP3788213B1
EP3788213B1 EP19723629.2A EP19723629A EP3788213B1 EP 3788213 B1 EP3788213 B1 EP 3788213B1 EP 19723629 A EP19723629 A EP 19723629A EP 3788213 B1 EP3788213 B1 EP 3788213B1
Authority
EP
European Patent Office
Prior art keywords
level
supporting bars
supporting
side edges
transportable
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP19723629.2A
Other languages
German (de)
English (en)
Other versions
EP3788213A1 (fr
EP3788213C0 (fr
Inventor
Maximilian SCHADE
Fritz Walter
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Strohboid GmbH
Original Assignee
Strohboid GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Strohboid GmbH filed Critical Strohboid GmbH
Priority to HRP20231034TT priority Critical patent/HRP20231034T1/hr
Publication of EP3788213A1 publication Critical patent/EP3788213A1/fr
Application granted granted Critical
Publication of EP3788213B1 publication Critical patent/EP3788213B1/fr
Publication of EP3788213C0 publication Critical patent/EP3788213C0/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H15/00—Tents or canopies, in general
    • E04H15/32—Parts, components, construction details, accessories, interior equipment, specially adapted for tents, e.g. guy-line equipment, skirts, thresholds
    • E04H15/34—Supporting means, e.g. frames
    • E04H15/44—Supporting means, e.g. frames collapsible, e.g. breakdown type
    • E04H15/48—Supporting means, e.g. frames collapsible, e.g. breakdown type foldable, i.e. having pivoted or hinged means
    • E04H15/50—Supporting means, e.g. frames collapsible, e.g. breakdown type foldable, i.e. having pivoted or hinged means lazy-tongs type
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/08—Vaulted roofs
    • E04B7/10—Shell structures, e.g. of hyperbolic-parabolic shape; Grid-like formations acting as shell structures; Folded structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E04B1/3211—Structures with a vertical rotation axis or the like, e.g. semi-spherical structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/08—Vaulted roofs
    • E04B7/10—Shell structures, e.g. of hyperbolic-parabolic shape; Grid-like formations acting as shell structures; Folded structures
    • E04B7/105—Grid-like structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H15/00—Tents or canopies, in general
    • E04H15/18—Tents having plural sectional covers, e.g. pavilions, vaulted tents, marquees, circus tents; Plural tents, e.g. modular
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E04B2001/3235—Arched structures; Vaulted structures; Folded structures having a grid frame

Definitions

  • the invention relates to a transportable building with a supporting structure, the supporting structure comprising supporting rods arranged parallel to one another in a first plane and bearing rods arranged parallel to one another in a second plane, the first plane and the second level are parallel to each other and the support rods of the first level cross the support rods of the second level and the support rods of the first level are uniaxially articulated to the support rods of the second level at crossing points, the support rods ending on opposite side edges of the support structure.
  • the invention relates, according to claim 11, to a method for erecting a transportable structure.
  • Transportable buildings are versatile constructions that are erected temporarily or permanently in one place, for example to serve as a roof of different sizes for concerts, events, or events of any kind. Such structures are often also referred to as event tents.
  • Conventional transportable buildings have a support structure, which is usually made up of steel or wooden beams and carries a tarpaulin or other cover.
  • an attractive appearance of the roofs of the transportable buildings with organic, curved shapes is desired.
  • transportable buildings with load-bearing structures which consist primarily of wood
  • load-bearing structures which consist primarily of wood
  • the supporting structures of transportable structures that have such an appearance are usually complex structures with additional supports inside the structure, which increases the procurement costs and construction time and limits the usable covered area.
  • the Multihalle in Mannheim includes a curved support structure in a wooden lattice shell construction.
  • the support structure has a first level and a second level, each of the levels being made up of support rods arranged in parallel.
  • the supporting rods of the first level form crossing points with the supporting rods of the second level, at which the supporting rods are connected.
  • the Multihalle Mannheim has the disadvantage that its supporting structure has both high procurement costs and a complex and lengthy construction phase.
  • suitable Constructions not for transport, since dismantling and reassembly is usually not possible without damage and would mean an enormous amount of time and personnel.
  • the US5069009A discloses a transportable building with a supporting structure consisting of supporting rods crossing one another in two parallel planes, which are uniaxially articulated at their crossing points, the supporting rods forming regular quadrilaterals and the supporting structure comprising at least one longitudinal connecting element.
  • the document GB 340558A discloses a roof of skeleton construction.
  • the present object is achieved in that, in the case of the transportable structure mentioned at the outset, the supporting rods of the first level form substantially uniform quadrilaterals with the supporting rods of the second level and the supporting structure comprises at least one longitudinal connecting element which runs approximately parallel or at an angle to the side edges and which is equipped with at least two crossing points and/or at least two supporting rods of one of the two levels, the supporting structure having a curvature when the building is erected, the supporting rods being under tension.
  • the support structure according to the invention can be manufactured quickly and inexpensively and is quick and easy to erect and dismantle again.
  • the longitudinal connecting element achieves the advantage that individual distances between the crossing points can be defined individually. As a result, the curved support structure of the erected building will be given a predetermined shape.
  • the longitudinal connecting element is connected to each crossing point, to each bearing bar of the first level or to each bearing bar of the second level.
  • the two side edges have a substantially concave profile when the support structure is lying flat. This achieves the advantage that the side edges in the erected state of the transportable structure lie flat on the ground and there is no need for additional fastening platforms or preparation of the subsoil under the structure.
  • a distance between the crossing points or the support rods determined by the longitudinal connecting element is smaller in a central area along the side edges than in an outer area.
  • the outer support bars of the first level and the second level preferably have a larger cross section than the inner support bars lying between the outer support bars. This achieves the advantage that the transportable building is particularly torsion-resistant.
  • the outer bearing bars serve as a barrier to entry into the building and may be subject to additional loads from attachments, banners, etc.
  • the coverings of the building are usually attached to the outer bearing bars.
  • the mutually facing outer support rods of the first level and the second level are each connected to a hinge joint. This achieves the advantage that the connection of the supporting rods is particularly stable.
  • the support structure comprises base beams which, when the support structure is in the erected state, essentially run along the side edges and are connected to the support rods.
  • the base beams have a curvature. This achieves the advantage that the side walls of the transportable structure according to the invention are particularly strong in the form of a hyperbolic paraboloid.
  • the structure comprises a base plate, with the supporting structure standing on the base plate or spanning it when erected.
  • the base plate gives the structure according to the invention further stability and at the same time provides a resistant floor.
  • the bearing bars are made of laminated veneer lumber.
  • Such a wood has a high flexibility and a high resilience.
  • the transportable structure according to the invention can preferably be covered with a cloth, with fastening rails, such as piping rails, being provided on the supporting structure for the detachable fastening of the cloth. This allows the covering to be attached quickly and stably.
  • This method can be carried out quickly and with little outlay on personnel.
  • the method includes the production of a concave profile of the two side edges by shortening support rods of the first level and the second level. This step is preferably carried out after arranging the support rods in the two planes. This achieves the advantage that the transportable structure produced by the method according to the invention lies flat on the subsoil when erected and additional fastening platforms or preparation of the subsoil under the structure can be dispensed with.
  • a preferred embodiment of the method according to the invention includes connecting the support rods to base beams on the side edges.
  • the transportable structure can be anchored in the subsoil in a particularly simple manner and has a particularly stable position.
  • the method according to the invention preferably includes moistening the bearing bars beforehand, preferably to a moisture content of more than 20%, and after the initial erection of the building, drying the bearing bars to a moisture content of less than 18%, preferably less than 14%.
  • Figure 1 and Figure 2 show a transportable building 1 according to the invention in the erected state in a side view and a plan view with a supporting structure 2 and two approximately parallel side edges 3.
  • the supporting structure 2 comprises a first level 4 and a second level 5.
  • the first level 4 and the second level 5 are essentially formed by supporting rods 6, which are arranged parallel to one another within a respective plane 4, 5.
  • the supporting rods 6 can have a rectangular, square or round cross-section, for example.
  • the two levels 4 and 5 are immediately adjacent and parallel one above the other.
  • the supporting rods 6 of the first level 4 and the supporting rods 6 of the second level 5 are arranged at an angle to one another and intersect at crossing points 7.
  • the supporting rods 6 of the first level 4 and the supporting rods 6 of the second level 5 are uniaxial articulated.
  • a uniaxially articulated connection can be realized, for example, with a screw which is guided through the crossing point 7 and fastened with a nut on a side of the screw opposite the screw head.
  • Other uniaxially articulated connections are well known to those skilled in the art.
  • the support structure 2 In the erected state of the building 1, the support structure 2 has a curvature, with the support rods 6 being under tension. As a result, the structure 1 according to the invention has increased mechanical stability.
  • the supporting rods 5 of the first level 4 form substantially uniform squares with the supporting rods 6 of the second level 5, the individual sides of the squares being substantially of the same length.
  • the supporting structure 2 comprises at least one longitudinal connecting element 8 which runs approximately parallel or at an angle to the side edges 3 and is connected to at least two crossing points 7 .
  • This in figure 2 shown transportable structure 1 according to the invention comprises two longitudinal connecting elements 8, which are shown with dashed lines.
  • the longitudinal connecting element 8 can also be connected to at least two supporting rods 6 of one of the planes 4 or 5.
  • the longitudinal connecting element 8 defines a maximum distance between the at least two crossing points 7 or supporting rods 6 connected to the longitudinal connecting element 8 .
  • the longitudinal connection element 8 can be provided, for example, in the form of a chain or a fabric belt.
  • the transportable building 1 according to the invention that is shown also has additional guying devices 9 which connect the support structure 2 to anchoring points 10 .
  • additional loads such as the effects of wind.
  • the longitudinal connecting element 8 is connected to each crossing point 7, or to each supporting rod 6 of the first level 4, or to each supporting rod 6 of the second level 5.
  • This in Figure 1 and Figure 2 Structure 1 shown has a longitudinal connecting element 8 which is connected to each crossing point 7 .
  • the longitudinal connecting element 8 can be connected, for example, to every second crossing point 7 or every second support bar 6 of the first level 4 or to every second support bar 6 of the second level 5 .
  • Figure 3e shows the support structure 2 of the building 1 according to the invention in the flat state before its first erection.
  • the two side edges 3 of the transportable structure 1 according to the invention have a substantially concave shape.
  • the transportable structure 1 according to the invention has a central area 11 .
  • the distance between the crossing points 7 determined by the longitudinal connecting element 8 is smaller than in the outer areas 12.
  • the structure 1 according to the invention essentially has the shape of a hyperbolic paraboloid.
  • the outer support rods 6 of the support structure 2 have a larger cross section than the inner support rods 6 of the support structure 2.
  • the mutually facing outer support rods 6 of the first level and the second level are each connected to a hinge joint 13.
  • An example of a hinge joint 13 for connecting the outer support rods 6 is shown in Figure 5a and Figure 5b shown.
  • Figure 5a shows the hinge joint in a collapsed state, which the hinge joint 13 assumes in the completed building.
  • Figure 5b shows the hinge joint 13 in an open state.
  • the hinge joint 13 has an axis of rotation 14 and in the Figures not shown locking pin, which is inserted into a receptacle 15 of the hinge joint 13 during the erection of the structure 1 according to the invention.
  • This achieves the advantage that the outer support rods 6 have a particularly resilient connection to the gable of the building 1 and can be easily fixed at a predefined angle to one another.
  • the building 1 has a supporting structure 2 with base beams 16 .
  • the base beams 16 essentially run along the side edges 3 and are connected to the supporting rods 6 . It is preferred that the base beams 16, as in figure 2 shown, have a curvature.
  • the curvature of the base beams 16 runs inwards along the side edges 3 of the structure 1 . A particularly attractive appearance of the building 1 is achieved as a result.
  • the curvature of the base beams 16 follows the shape of side edges of a hyperbolic paraboloid.
  • the building 1 according to the invention can have a base plate, not shown in the figures, on which the supporting structure 2 stands or spans when the building 1 is erected.
  • the supporting rods 6 are essentially made entirely of laminated veneer lumber, which has a high level of flexibility combined with a high load-bearing capacity.
  • Laminated veneer lumber is a wood composite with layers of wood less than 5 mm thick.
  • the supporting rods 6 can also consist of laminated veneer lumber made from softwood species.
  • the transportable structure 1 according to the invention is preferably covered with a cloth by means of fastening rails, e.g. piping rails, which are not shown in the figures.
  • the mounting rail is connected to the supporting structure 2 and the cloth is fixed to the mounting rail.
  • the inventive method for erecting the transportable structure 1 is based on the Figures 3a to 4c explained.
  • the erection of the transportable structure 1 comprises, as a first step, arranging the support rods 6 in the, in Figure 3a represented, first level 4, wherein the support rods 6 are aligned in the first level 4 parallel to each other.
  • the first plane 4 is delimited by two opposite side edges 3, which are defined by the ends of the parallel arranged support rods 6 of the first plane 4.
  • the first level 4 is overlaid by a second level 5 of parallel support rods 6, which the support rods 6 of the first level 4 are arranged crossing.
  • the second level 5 also includes two side edges 3 which are aligned congruently with the side edges 3 of the first level 4 .
  • the support rods 6 of the first level 4 form with the support rods 6 of the second level 5 essentially regular squares. Subsequently, the supporting rods 6 of the first level 4 are uniaxially connected to the supporting rods 6 of the second level 5 at the crossing points 7 of the supporting rods 6 in an articulated manner.
  • the uniaxial articulated connection is produced by drilling through the crossing points 7 and passing a screw through the drilled hole produced, as shown in FIGS Figures 3c and 3d shown.
  • the screw is fixed by means of a screw nut on the side of the drill hole opposite the screw head.
  • uniaxial scissor joints are generated at the crossing points 7 .
  • first level 4 and the second level 5 are in the in Figure 3e flat configuration shown in a plan view.
  • the side edges 3 lying opposite one another are then brought closer together, with a longitudinal curvature being imposed on the first plane 4 and the second plane 5 .
  • the planes 4 and 5 placed along the side edge direction centrally on a jacking element 17, whereby the supporting rods 6 curve under their own weight.
  • the side edges 3, as in Figure 3f shown with arrows attracted to each other, for example, by means of a cable.
  • a transverse curvature of the first plane 4 and the second plane 5 is generated.
  • a transverse curvature is produced in the central area 11 of the levels 4 and 5 by pulling down and/or pressing down.
  • Levels 4 and 5 can, for example, again be pulled down by means of one or more cable pulls.
  • pressure can be applied from above levels 4 and 5, for example in the form of weights.
  • a longitudinal connecting element 8 arranged essentially parallel to the side edges 3 is connected to at least two crossing points 9 of one of the planes 4 , 5 .
  • two longitudinal connecting elements 8 are provided.
  • the support rods 6 are shortened.
  • a concave course of the two side edges 3 is generated, which Figure 3e is shown.
  • the method according to the invention further comprises connecting the support rods 6 to the base beams 16 at the side edges 3.
  • the base beams 16 are attached after the transverse curvature of the planes 4 and 5 has been produced. This further increases the stability of the structure 1 obtained with the method according to the invention.
  • the bearing bars 6 are dried to a moisture content of less than 18%, preferably to a moisture content of less than 14%. This achieves the advantage that after drying, the support rods 6 partially retain their shape imposed by the method according to the invention even after the structure 1 has been dismantled. This facilitates the next construction of the structure 1 according to the invention.
  • the support structure 2 is prestressed.
  • the supporting structure 2 preferably has a radius which is greater by a factor of 1.45 than the radius of the supporting structure 2 in the erected state of the building 1 Biasing means, such as bearing blocks placed under the supporting structure, are obtained.
  • the transportable building 1 according to the invention can be easily loaded by folding the support structure 2 .
  • the support structure 2 after a dismantling of the structure 1, as in the Figures 6a and 6b shown pushed together along the side edges 3.
  • the support structure 2 is compressed like a scissor lattice and can, for example, as in Figure 6c shown loaded into a truck, freight car or the like.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Tents Or Canopies (AREA)

Claims (13)

  1. Bâtiment transportable (1) avec une structure porteuse (2), laquelle structure porteuse (2) comprend dans un premier niveau (4) des barres porteuses (6) couchées disposées parallèlement entre elles et dans un deuxième niveau (5) des barres porteuses (6) couchées disposées parallèlement entre elles, le premier niveau (4) et le deuxième niveau (5) étant parallèles entre eux et les barres porteuses (6) du premier niveau (4) croisant les barres porteuses (6) du deuxième niveau (5) et les barres porteuses (6) du premier niveau (4) étant reliées par articulation sur un axe avec les barres porteuses (6) du deuxième niveau (5), les barres de support (6) se terminant au niveau de deux bords latéraux (3) opposés entre eux de la structure porteuse (2),
    caractérisé en ce que
    les deux bords latéraux (3) présentent, lorsque la structure porteuse (1) repose à plat, un profil sensiblement concave, les barres porteuses (6) du premier niveau (4) formant avec les barres porteuses (6) du deuxième niveau (5) des quadrilatères sensiblement réguliers et la structure porteuse (2) comprenant au moins un élément de liaison longitudinale (8) courant approximativement parallèlement ou en biais par rapport aux bords latéraux (3), lequel est relié avec au moins deux points de croisement (7) et/ou au moins deux barres porteuses (6) d'un des deux niveaux (4, 5), la structure porteuse (2) présentant une courbure lorsque le bâtiment (1) est érigé, les barres porteuses (6) étant sous tension.
  2. Bâtiment transportable (1) selon la revendication 1, caractérisé en ce que l'élément de liaison longitudinale (8) est relié avec chaque point de croisement (7) ou avec chaque barre porteuse (6) du premier niveau (4) ou avec chaque barre porteuse (6) du deuxième niveau (5).
  3. Bâtiment transportable (1) selon une des revendications 1 ou 2, caractérisé en ce qu'un espacement, défini par l'élément de liaison longitudinale (8), des points de croisement (7) ou des barres porteuses (6) est plus faible dans une région centrale (11) située le long des bords latéraux (3) que dans une région extérieure (12).
  4. Bâtiment transportable (1) selon une des revendications 1 à 3, caractérisé en ce que les barres porteuses extérieures (6) du premier niveau (4) et du deuxième niveau (5) présentent une plus grosse section transversale que les barres porteuses intérieures (6) situées entre les barres porteuses extérieures (6).
  5. Bâtiment transportable (1) selon la revendication 4, caractérisé en ce que les barres porteuses extérieures (6) du premier niveau (4) et du deuxième niveau (5) situées en vis-à-vis sont reliées entre elles par une articulation à charnière (13).
  6. Bâtiment transportable (1) selon une des revendications 1 à 5, caractérisé en ce que la structure porteuse (2) comprend des poutres d'assise (16) qui courent sensiblement, lorsque la structure porteuse (2) est érigée, le long des bords latéraux (3) et sont reliées avec les barres porteuses (6).
  7. Bâtiment transportable (1) selon la revendication 6, caractérisé en ce que les poutres d'assise (16) sont courbes.
  8. Bâtiment transportable (1) selon une des revendications 1 à 7, caractérisé en ce que ce bâtiment portable (1) comprend une plaque d'assise, la structure porteuse (2) se dressant sur la plaque d'assise ou enjambant celle-ci lorsqu'elle est érigée.
  9. Bâtiment transportable (1) selon une des revendications 1 à 8, caractérisé en ce que les barres porteuses (6) sont en bois de placage stratifié.
  10. Bâtiment transportable (1) selon une des revendications 1 à 9, caractérisé en ce que la structure porteuse (2) peut être tendue avec une toile, des rails de fixation, comme p. ex. des rails Keder, étant de préférence prévus sur la structure porteuse pour la fixation amovible de la toile.
  11. Procédé pour ériger un bâtiment transportable (1) comportant les étapes suivantes :
    a) agencement parallèle de barres porteuses (6) dans un premier niveau (4), de sorte que les barres porteuses se terminent au niveau de deux bords latéraux (3) opposés entre eux,
    b) agencement parallèle de barres porteuses (6) dans un deuxième niveau (5) parallèle au premier niveau (4), de sorte que les barres porteuses (6) du premier niveau (4) croisent les barres porteuses (6) du deuxième niveau (5), et formation de quadrilatères sensiblement réguliers avec les barres porteuses (6) du premier niveau (4) et les barres porteuses (6) du deuxième niveau (5),
    c) création d'un profil concave des deux bords latéraux (3) par croisement de barres porteuses (6) du premier niveau (4) et du deuxième niveau (5),
    d) liaison par articulation sur un axe des barres porteuses (6) du premier niveau (4) et des barres porteuses (6) du deuxième niveau (5) au niveau de points de croisement (7) des barres porteuses (6),
    e) production d'une courbure longitudinale du premier niveau (4) et du deuxième niveau (5) par déplacement des bords latéraux (3) en direction l'un de l'autre,
    f) production d'une courbure transversale du premier niveau (4) et du deuxième niveau (5) dans une région centrale (11) située le long des bords latéraux (3) par traction vers le bas et/ou pression vers le bas de la région centrale (11) et
    g) agencement d'un élément de liaison longitudinale (8) approximativement parallèlement ou en biais par rapport aux bords latéraux (3) et liaison de l'élément de liaison longitudinale (8) avec au moins deux points de croisement (7) et/ou deux barres porteuses (6) d'un des deux niveaux (4, 5).
  12. Procédé pour ériger un bâtiment transportable (1) selon la revendication 11, caractérisé par la liaison des barres porteuses (6) avec les poutres d'assise (16) au niveau des bords latéraux (3) selon l'exécution de l'étape f).
  13. Procédé pour ériger un bâtiment transportable (1) selon une des revendications 11 et 12, caractérisé en ce qu'avant l'exécution de l'étape a), les barres porteuses (6) sont humidifiées, de préférence jusqu'à une teneur en humidité de plus de 20%, et qu'après l'exécution de l'étape g), les barres porteuses (6) sont séchées jusqu'à une teneur en humidité de moins de 18%, de préférence de moins de 14%.
EP19723629.2A 2018-04-30 2019-04-30 Ouvrage portatif Active EP3788213B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
HRP20231034TT HRP20231034T1 (hr) 2018-04-30 2019-04-30 Prijenosna građevinska konstrukcija

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ATA50363/2018A AT520647B1 (de) 2018-04-30 2018-04-30 Transportables Bauwerk
PCT/AT2019/060145 WO2019210342A1 (fr) 2018-04-30 2019-04-30 Ouvrage portatif

Publications (3)

Publication Number Publication Date
EP3788213A1 EP3788213A1 (fr) 2021-03-10
EP3788213B1 true EP3788213B1 (fr) 2023-06-07
EP3788213C0 EP3788213C0 (fr) 2023-06-07

Family

ID=66529711

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19723629.2A Active EP3788213B1 (fr) 2018-04-30 2019-04-30 Ouvrage portatif

Country Status (6)

Country Link
EP (1) EP3788213B1 (fr)
CN (1) CN112041517B (fr)
AT (1) AT520647B1 (fr)
ES (1) ES2951847T3 (fr)
HR (1) HRP20231034T1 (fr)
WO (1) WO2019210342A1 (fr)

Cited By (1)

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RU2844973C1 (ru) * 2025-02-04 2025-08-12 Федеральное государственное бюджетное образовательное учреждение высшего образования "Петербургский государственный университет путей сообщения Императора Александра I" Комбинированное седловидное покрытие

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Publication number Priority date Publication date Assignee Title
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CN112041517B (zh) 2022-03-04
HRP20231034T1 (hr) 2023-12-08
CN112041517A (zh) 2020-12-04
AT520647A4 (de) 2019-06-15
EP3788213C0 (fr) 2023-06-07
ES2951847T3 (es) 2023-10-25
WO2019210342A1 (fr) 2019-11-07
AT520647B1 (de) 2019-06-15

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