EP0457146B1 - Procédé pour le montage de ponts sur la superstructure des bateaux ainsi qu'installations pour la mise en oeuvre dudit procédé - Google Patents

Procédé pour le montage de ponts sur la superstructure des bateaux ainsi qu'installations pour la mise en oeuvre dudit procédé Download PDF

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Publication number
EP0457146B1
EP0457146B1 EP19910107290 EP91107290A EP0457146B1 EP 0457146 B1 EP0457146 B1 EP 0457146B1 EP 19910107290 EP19910107290 EP 19910107290 EP 91107290 A EP91107290 A EP 91107290A EP 0457146 B1 EP0457146 B1 EP 0457146B1
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EP
European Patent Office
Prior art keywords
deckhouse
module
modules
ship
welding
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Expired - Lifetime
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EP19910107290
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German (de)
English (en)
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EP0457146A1 (fr
Inventor
Klaus Regul
Henry Jäkel
Gerhard Beeck
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Lloyd Werft Bremerhaven GmbH
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Lloyd Werft Bremerhaven GmbH
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Publication of EP0457146A1 publication Critical patent/EP0457146A1/fr
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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B29/00—Accommodation for crew or passengers not otherwise provided for
    • B63B29/02—Cabins or other living spaces; Construction or arrangement thereof
    • B63B29/025—Modular or prefabricated cabins

Definitions

  • the invention relates to a method for placing decks on superstructures of ships, in particular for retrofitting additional decks.
  • a catamaran watercraft which has two floating bodies which are arranged at a distance from one another and which are connected to one another by a plurality of walkable, stable cross truss girders.
  • the longitudinal spaces between the cross truss girders are of equal length, so that unit containers which are prefabricated can be fitted between them.
  • this type of construction is in no way comparable to the placement of decks on existing superstructures of ships.
  • the present invention has for its object to provide a method with which the time on board the ship for the equipment, in particular for conversion, and the effort for the production of the decks is significantly reduced.
  • the facilities required to carry out the method should also be proposed.
  • the shipyard lay time can also be shortened even further by attaching the carriers to the superstructures of the ship before they enter the shipyard. This can be done either during the lay time in other ports or even while traveling by mobile personnel.
  • a particularly advantageous embodiment of the method according to the invention is characterized in that two beams arranged in the longitudinal direction of the row are fastened to the existing structure for each row of deckhouse modules to be arranged next to one another, of which the ship-internal beam on the structure and the ship-external beam on the side wall of the structure is attached outside. These two brackets are sufficient to securely hold and attach the attached deckhouse modules. Due to the special position of the beams, the welding points to be attached are easily accessible.
  • the load on both the existing structures and the attached deckhouse modules is very low due to the heat occurring during welding.
  • the deckhouse modules can therefore be prepared and fastened in a substantially completely equipped state, and after the deckhouse modules have been fastened to the Beams and after connecting to each other, these can be completed with remaining partition and ceiling elements, etc., which means only a very small amount of time, since everything can be prepared.
  • Preferably still open inner areas of the deckhouse modules are separated from the work areas by provisional partition walls and removed again after the corresponding work has been carried out, so that there is no fear of damage or contamination of the interior.
  • deckhouse modules are relatively large, flat units, which are only supported in their shape after being placed on the beams for load distribution, the completely assembled but not torsionally rigid deckhouse modules are transported and opened using a special crossbar the ship lifted.
  • the special traverse is designed as a stable frame and engages so many eyes on the deckhouse module that it can practically not deform.
  • a suitable deckhouse module for mounting on superstructures of ships according to the method according to the invention is characterized in that, as a preassembled frame construction with several chambers, it already has a floor, front wall with windows, rear wall and ceiling, and essentially complete equipment with chamber partitions, Has chamber ceilings, installations, insulation and interior fittings, but that there are no side end walls of the frame construction, except for end modules, and that the open ends of the frame construction are prepared without welding in the area of the floor, the front wall, the rear wall and the ceiling for welding to adjacent deckhouse modules are.
  • deckhouse modules have such a stability due to the frame construction from the floor, front wall, rear wall and ceiling, with suitable support structures being provided, that they can be transported and set down by means of the already mentioned special traverse without being significantly deformed.
  • the deckhouse modules are expediently provided at structurally and statically suitable locations with load eyes for attaching to the special traverse, so that the (not yet torsionally rigid) deckhouse cannot deform during transport and setting down.
  • the chamber dividing walls are arranged at a distance from the open ends of the frame construction, so that space for working, in particular for welding remains. After completion of this connection work, in particular welding work, these locations can then also be provided with interior fittings, for example by hanging in the remaining ceiling elements, rolling out carpets and moving furniture. Any fixed installations, such as bathrooms, are preferably not provided in this area.
  • the deckhouse modules are preferably designed such that a chamber partition is arranged at a distance in the region of one open end of the frame construction, while at the other end this chamber partition is missing and is formed by the corresponding chamber partition of the adjacent module. The same deckhouse modules can thus be placed next to each other and connected, and in the area of each interface there is a corresponding chamber partition wall, shifted by the distance mentioned.
  • deckhouse modules are not provided with structural side walls, but only chamber partitions are available, special precautions must be taken with regard to fire protection.
  • special deckhouse module designs are provided, which have a fire bulkhead between two adjacent chambers in the central area.
  • the appropriate spacing between the fire bulkheads can be designed by appropriately combining "normal" deckhouse modules with such special deckhouse modules with fire bulkhead.
  • the posts of the deckhouse modules between the windows of the chambers in the area of the open ends of the frame construction, i.e. at the interfaces, are about half as wide as the posts in the middle area. Two such half posts are then joined together during welding and give the appearance of a post of normal width. Only the mullion between the windows of the chambers in the area of the fire bulkhead of the special deckhouse module is about 1 1/2 times as wide as in the other middle areas.
  • the chamber walls in the area of the open ends of the frame construction are expediently omitted in such a module and are without by the corresponding chamber partition walls of adjacent modules Fire bulkhead formed.
  • the rear wall of the deckhouse modules is preferably extended and reinforced in relation to the lower edge of the floor and prepared for welding onto the ship-internal carrier of the existing superstructure, while the underside of the floor in Area of the ship's outer support is provided with a longitudinal bracket for welding onto the ship's outer support designed as a box girder.
  • This construction ensures that the welds are accessible when the deckhouse module is attached.
  • the attachment of a longitudinal console on the underside of the bottom of the deckhouse module is suitable for absorbing considerable forces, which arise in particular from the fact that the deckhouse module may have a large overhang over the ship's outer support.
  • the support on the ship's interior of the existing superstructure only has to absorb smaller loads.
  • the deckhouse modules can be of one-story or multi-story, in particular two-story, design.
  • the transport and installation of such deckhouse modules using the specified special crossmember ensures that even larger modules are not deformed.
  • the structure of the special traverse used to transport and set up the deckhouse modules should be specified. It is characterized by a stable frame for hanging in a lifting device, on which a plurality of load eyes are arranged in a predetermined grid in accordance with the deckhouse modules to be attached. This makes it possible to hang the load eyes at the points at which the deckhouse modules are stiffened by appropriate supports and can absorb the corresponding loads.
  • the special crossbeam on the load eyes is preferably equipped with clamping screws that engage the load eyes of the deckhouse modules. By tightening and Loosening the tensioning screws can distribute the loads on the load eyes very evenly.
  • a beam 2 for load distribution is welded onto the deck surface 5 in the longitudinal direction of the ship, in the form of a T-beam.
  • a further beam 3 is welded for load distribution, and this forms a box beam with the side wall 4.
  • the beams 2 and 3 should form a completely flat contact surface and evenly distribute the load on the existing structure 1, so that it is not necessary to provide additional stiffeners in the interior of the existing structure. This would only be possible after dismantling and clearing the upper cabins.
  • the beams 2 and 3 can be welded onto the outside of the existing structure 1 with relatively little heat so that the cabins of the existing structure 1, e.g. Wall and ceiling coverings, practically not be affected.
  • the deckhouse module 10 consists of a frame construction open at the ends with a front wall 12 including windows 12d, a floor 13, a ceiling 14 and a rear wall 15. This frame construction is stiffened by appropriate support formation.
  • the deckhouse module 10 is provided in the extension of the rear wall 15 with a reinforcement 16, and in the front In the area of the deckhouse module 10 there is a longitudinal console 17.
  • the deckhouse module 10 is placed with this reinforcement 16 and the console 17 on the supports 2 and 3, and all forces are absorbed by these parts.
  • the carrier 2 now shows details in an enlarged representation of the fastening areas between the beams 2 and 3 and the reinforcement 16 and the bracket 17 of the deckhouse module 10, some areas having been broken out for reasons of illustration. It can be seen that the carrier 2 is welded onto the deck surface 5 of the existing structure 1 and is additionally supported in the transverse position by thrust knees. The carrier 2 is expediently arranged on the deck surface 5 where there are longitudinal members (indicated by dash-dotted lines) in the existing structure. The arrow 6 indicates where the reinforcement 16 is welded to the carrier 2.
  • FIG. 2 also shows how and where the other support 3 is welded in the upper region of the side wall 4 of the existing structure 1.
  • the bracket 17 attached to the deckhouse module 10 stands on the support 13 and is welded to the arrow 7 at the location thereof.
  • the weld seam at point 7 is designed in the form of a trapezoidal wavy line, which is achieved by means of corresponding incisions in the lower surface of console 17.
  • this figure shows that by welding the supports 2 and 3 from the outside of the deck surface 5 and the side wall 4 of the existing structure 1, heat is generated only on the outer skin and hardly reaches the interior with the corresponding equipment parts, so that no damage is to be feared.
  • Type A according to FIG. 3a corresponds approximately to the embodiment according to FIG. 1 and is of one-story design.
  • Type B according to FIG. 3b has two floors and contains an additional ceiling 18b and a balcony 20b arranged in front of it for the second floor.
  • this module according to FIG. 3b has a larger overhang compared to the existing structure 1 and must therefore be supported by an additional support 19.
  • the cabin width of the lower part is larger than in the embodiment according to FIG. 3a and for this reason is provided with an additional inner support 19b.
  • FIG. 3c shows a further enlarged type C, in which additional supports 9c are provided at corresponding locations because of the greater width.
  • the reference numerals for the front wall 12, the floor 13, the ceiling 14 and the rear wall 15 are provided with corresponding additional letters a, b and c, respectively.
  • FIGS. 4 and 5 The grid with respect to the position of the chamber partition walls 22 and the posts 12a to 12c between the windows 12d will now be explained with reference to FIGS. 4 and 5.
  • three deckhouse modules, module 10a, module 10b and module 10c are provided, which are separated from one another by interfaces 26, through which the welded connections between the individual modules are also made. It can be seen that in the region of the interface 26 or the ends of the deckhouse modules, the chamber partition walls 22a do not run through the interface 26 or lie thereon, but are offset by a distance x from the latter.
  • the (in the drawing) inner ends of the modules 10a and 10c are thus closed by chamber walls 22a, and the modules standing next to one another are welded outside the space closed off by the chamber partition walls 22a.
  • the inner module 10b In contrast, in the inner module 10b, corresponding chamber partition walls are missing in the end region; the corresponding chamber is separated in the finished state by the respective chamber partition 22a of the adjacent module.
  • the remaining chamber partitions 22 do not interfere with the connection of the individual modules to one another. So that the interior of the middle module 10b is not impaired or soiled during the assembly and welding work on the interface 26, the end regions of the module 10b are separated by provisional partition walls which are spaced from the end in such a way that working on the interface 26 is possible without hindrance. These temporary partitions will be removed later.
  • FIG. 4 also shows chamber ceilings 21 and 21a, the chamber ceiling 21a in the region of the interface 26 only being hooked on subsequently.
  • the installations are installed in the individual deckhouse modules 10a, 10b and 10c; they only need to be connected by connecting links such as sliding sleeves 28 or the like. can be connected to one another without any intervention in the interior of the modules.
  • the insulation 23 can be completely installed in the modules, it only has to be completed in the area of the interface 26.
  • the posts 12a have a width of 6x, where x relates to the thickness of a chamber partition 22, 22a and the offset of the chamber partition 22a with respect to the interface 26.
  • the posts 12b at the end of the deckhouse modules are only half the width 3c, so that after the welding of the outer surfaces of these supports 12b there is a full width of 6x and thus a uniform appearance of the window front.
  • the uniform offset x of the chamber partition walls 22 and 22a relative to the one outside of the posts 12a and 12b results in the same chamber length y for all chambers.
  • the deckhouse module 10b is a special module in such a way that a fire bulkhead 25 is provided in the central region.
  • These fire bulkheads are to be arranged at a distance of at least 40 m in accordance with the applicable regulations, so that this safety distance can be maintained by a corresponding combination of "normal" deckhouse modules with such special modules.
  • An increase in the length of this special module 10b can be limited by the fact that the displaced chamber walls 22a are missing at the two ends of this module, and the corresponding separation is formed by the chamber partition walls 22a of the neighboring modules 10a and 10c.
  • This special traverse 30 is designed as a stable frame with side members 32 and cross members 33, and at the appropriate points 10 load eyes 31 are attached in a certain grid according to the dimensions of the deckhouse modules. These load eyes 31 engage via tensioning screws 35 on correspondingly welded load eyes 11 on the deckhouse modules 10 in order to support the deckhouse modules 10 during transport and in such a way that they cannot deform beyond a certain extent.
  • the distribution of the loads is adjusted by adjusting the tensioning screws 35 accordingly.
  • the special traverse 30 with attached deckhouse module 10 is or the like on appropriate ropes 34 by a crane. raised.
  • Fig. 6 also shows that the individual chambers of the deckhouse module 10 are already fully equipped and furnished, including the corresponding furniture, which only has to be pushed back from the interface 26 to weld the individual deckhouse modules together. 6 also shows that the individual chambers are separated from a corridor by a rear chamber partition wall 22b and that this chamber partition wall 22b ends at a distance from the interface 26. This separation is only continued after connecting to the next module.
  • the fastening in particular welding of the beams 2 and 3 to distribute the load on the existing superstructure 1, does not have to take place in the shipyard during the conversion, but can be carried out before the ship arrives, since the cabins underneath not be affected because the attachment is done from the outside. This work can be carried out, for example, in other ports or even while sailing.
  • the deckhouse modules as shown in FIGS. 1, 3a and 6, have a length of 16 m and are so unstable in separate form that without the use of the special traverse 30 such strong deformations or deflections would result that they would deform permanently and the windows would partially break. In addition, installations and equipment would be damaged.
  • the special traverse 30 deflections are limited to a few millimeters.
  • deckhouse modules shown are open on both sides, it goes without saying that end modules must be provided with a corresponding end wall. However, this does not change the principle of the present invention. It is particularly important that the individual deckhouse modules 10 can be manufactured precisely and fit exactly to one another due to the completely flat contact surfaces on the supports 2, 3, without lateral additions, as was previously customary in shipbuilding, being necessary and having to be cut to size subsequently.

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)

Claims (21)

  1. Procédé pour le montage de ponts sur les superstructures de bateaux, notamment pour le montage après coup de ponts supplémentaires, caractérisé par les étapes suivantes :
    a) fabrication à terre de plusieurs modules de constructions de ponts (10) complètement montés, pas encore rigides à la torsion, munis d'un plancher (13), sous cotes excédentaires, y compris la plus grande partie des installations et des équipements,
    b) fixation, notamment par soudage, de poutres (2, 3) pour former une surface de pose plane et stable et pour répartir les charges, sur la surface extérieure de la superstructure existante (1) du bateau, sensiblement sur toute la longueur et sur toute la largeur du pont considéré,
    c) pose des modules de constructions de ponts (10) sur les poutres (2, 3) de la superstructure (1) et fixation sur celles-ci, notamment par soudage, et
    d) assemblage entre eux, notamment par soudage, des modules de constructions de ponts (10) situés l'un à côté de l'autre.
  2. Procédé selon la revendication 1, caractérisé en ce que les poutres (2, 3) sont disposées à l'avance sur les superstructures (1) du bateau avant son entrée au chantier naval.
  3. Procédé selon la revendication 1 ou la revendication 2, caractérisé en ce que deux poutres (2, 3) sont fixées sur la superstructure existante (1) pour chaque rangée de modules de constructions de ponts (10) devant être disposés l'un à côté de l'autre, ces poutres étant disposées suivant la direction longitudinale de la rangée, la poutre (2) située vers l'intérieur du bateau étant fixée sur la superstructure, tandis que la poutre (3) située vers l'extérieur du bateau est fixée à l'extérieur sur la paroi latérale (4) de la superstructure (1).
  4. Procédé selon l'une des revendications 1 à 3, caractérisé en ce que les modules de constructions de ponts (10) sont préparés et fixés dans un état d'équipement sensiblement complet, et en ce qu'après la fixation des modules de constructions de ponts (10) sur les poutres (2, 3) et après leur assemblage entre eux, ces modules sont, complétés avec les cloisons et les éléments de ponts restants.
  5. Procédé selon la revendication 4, caractérisé en ce que des zones intérieures encore ouvertes des modules de constructions de ponts (10) sont séparées des zones de travail par des cloisons provisoires, ces cloisons provisoires étant enlevées après exécution des travaux correspondants.
  6. Procédé selon l'une des revendications 1 à 5, caractérisé en ce que les modules de constructions de ponts (10), complètement montés mais pas encore rigides à la torsion, sont transportés au moyen d'une traverse spéciale (30) et sont levés au-dessus du bateau, et en ce que la traverse spéciale (30) est constituée en tant que châssis robuste et attaque un nombre d'oreilles de levage (11) du module de constructions de ponts (10) suffisant pour que ce module ne puisse pratiquement pas se déformer.
  7. Module de constructions de ponts destiné au montage sur les superstructures de bateaux, par un procédé selon l'une ou plusieurs des revendications 1 à 6, caractérisé en ce qu'il est constitué en tant que construction à ossature prémontée à plusieurs cabines comportant déjà un plancher (13), une paroi avant (12) avec des ouvertures (12d), une paroi arrière (15) et un plafond (14) ainsi qu'un équipement sensiblement complet avec des cloisons de cabines (22), des plafonds de cabines, des conduits (29), l'isolation (23) et du mobilier intérieur (24), en ce qu'il manque cependant les parois latérales d'extrémité de la construction à ossature, sauf pour les modules d'extrémité, et en ce que les extrémités ouvertes de la construction à ossature sont prêtes au soudage avec des modules de constructions de ponts voisins, sans additions dans le domaine du plancher, de la paroi avant, de la paroi arrière et du plafond.
  8. Modules de constructions de ponts selon la revendication 7, caractérisé en ce qu'il est muni en des emplacements appropriés aux points de vue constructif et statique d'oreilles de levage (11) pour la fixation en vue du transport à une traverse spéciale (30) constituée en tant que châssis robuste, de sorte que la construction de pont (10) (pas encore rigide à la torsion) ne puisse pas se déformer pendant le transport.
  9. Module de constructions de ponts selon la revendication 7 ou la revendication 8, caractérisé en ce que les cloisons de cabines (22a) sont disposées à distance des extrémités ouvertes de la construction à ossature.
  10. Module de constructions de ponts selon la revendication 9, caractérisé en ce que la distance correspond sensiblement à l'épaisseur d'une cloison de cabine (22, 22a).
  11. Module de constructions de ponts selon la revendication 9 ou la revendication 10, caractérisé en ce qu'une cloison de cabine (22a) est disposée à distance dans le domaine de l'une des extrémités ouvertes de la construction à ossature, cette cloison manquant en revanche à l'autre extrémité et étant constituée par la cloison de cabine correspondante (22a) du module voisin.
  12. Module de constructions de ponts selon l'une des revendications 7 à 11, caractérisé en ce qu'une cloison d'incendie (25) est disposée dans la partie médiane du module (10) entre deux cabines contiguës.
  13. Module de constructions de ponts selon l'une des revendications 7 à 12, caractérisé en ce que les montants (12b) situés entre les ouvertures (12d) des cabines dans la zone des extrémités ouvertes de la construction à ossature ont une largeur sensiblement égale à la moitié de la largeur des montants (12a) situés dans la zone médiane.
  14. Module de constructions de ponts selon la revendication 12, caractérisé en ce que le montant (12c) situé entre les ouvertures (12d) des cabines dans la zone de la cloison d'incendie (25) a une largeur sensiblement égale à une fois et demie la largeur d'un montant (12a) situé dans les autres zones médianes.
  15. Module de constructions de ponts selon la revendication 14 ainsi que la revendication 9 ou la revendication 10, caractérisé en ce que dans un module (10b) comportant une cloison d'incendie (25), il manque les cloisons de cabine situées dans la zone des extrémités ouvertes de la construction à ossature, ces cloisons étant constituées par les cloisons de cabine correspondantes (22a) des modules voisins (10a, 10c).
  16. Module de constructions de ponts pour le montage sur des bateaux, selon la revendication 3, caractérisé en ce que la paroi arrière (15) est prolongée et renforcée (16) par rapport au bord inférieur du plancher (13) et est préférée pour le soudage sur les poutres (2) de la superstructure existante du bateau (1) situées vers l'intérieur du bateau, et en ce que la surface inférieure du plancher (13) est, dans la zone de la poutre (3) située vers l'extérieur du bateau, munie d'une console (17) s'étendant en direction longitudinale et prévue pour le soudage sur la poutre (3) située vers l'extérieur du bateau et constituée sous forme de poutre en caisson.
  17. Module de constructions de ponts selon l'une ou plusieurs des revendications 7 à 16, caractérisé en ce qu'il est constitué à un seul étage (module A).
  18. Module de constructions de ponts selon l'une ou plusieurs des revendications 7 à 16, caractérisé en ce qu'il est constitué à plusieurs étages, notamment à deux étages (modules B et C).
  19. Module de constructions de ponts selon l'une ou plusieurs des revendications 7 à 18, caractérisé en ce qu'en cas de surplomb important de la paroi avant (12) du module (B) par rapport à la superstructure sous-jacente, ce module est soutenu par des appuis supplémentaires (19).
  20. Traverse spéciale pour le transport et la pose de modules de constructions de ponts selon l'une des revendications 7 à 19 et par un procédé selon la revendication 6, caractérisé par un châssis robuste (30) pour la suspension à un engin de levage, châssis sur lequel sont disposées plusieurs oreilles de levage (31) suivant une grille prédéterminée correspondant aux modules de constructions de ponts (10) à suspendre.
  21. Traverse spéciale selon la revendication 20, caractérisée en ce que des tendeurs à vis (35) sont fixés sur les oreilles de levage (31) de la traverse spéciale pour effectuer l'accrochage sur les oreilles de levage (11) des modules de constructions de ponts (10).
EP19910107290 1990-05-18 1991-05-06 Procédé pour le montage de ponts sur la superstructure des bateaux ainsi qu'installations pour la mise en oeuvre dudit procédé Expired - Lifetime EP0457146B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19904015993 DE4015993A1 (de) 1990-05-18 1990-05-18 Verfahren zum aufsetzen von decks auf aufbauten von schiffen sowie einrichtungen zur durchfuehrung des verfahrens
DE4015993 1990-05-18

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Publication Number Publication Date
EP0457146A1 EP0457146A1 (fr) 1991-11-21
EP0457146B1 true EP0457146B1 (fr) 1993-08-11

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EP (1) EP0457146B1 (fr)
DE (2) DE4015993A1 (fr)
DK (1) DK0457146T3 (fr)
ES (1) ES2044644T3 (fr)

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DE4411885C1 (de) * 1994-04-07 1995-10-26 Lloyd Werft Bremerhaven Gmbh Verfahren zum Aufstellen vorgefertigter Kabinen in Schiffen oder Gebäuden sowie Vorrichtung zum Transport von losen Einrichtungsgegenständen in solchen Kabinen
DE19517235C2 (de) * 1995-05-15 1999-04-08 Thyssen Nordseewerke Gmbh Deckshaus für Schiffe
DE19637549C1 (de) * 1996-09-14 1998-01-29 Neptun Ind Rostock Gmbh Modulares Deckshaus für Schiffe und Verfahren zu seiner Herstellung
DE10159535A1 (de) 2001-12-05 2003-06-26 Kaefer Isoliertechnik Wohnbereich, insbesondere für den Offshorebereich, Schiff mit einem solchen Wohnbereich und Verfahren zur Herstellung eines Wohnbereiches
CN109018194B (zh) * 2017-06-12 2022-03-22 上海外高桥造船海洋工程项目管理有限公司 集装箱箱脚立柱安装方法

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DE1244007B (de) * 1961-06-06 1967-07-06 Shin Mitsubishi Jukogyo Kabush Verfahren zur Erhoehung der Schiffstonnage
DE1253089B (de) * 1963-06-18 1967-10-26 Mitsubishi Heavy Ind Ltd Verfahren zum Vergroessern der Raumhoehe eines Schiffsrumpfes
DE3517862A1 (de) * 1985-05-17 1986-11-20 Blohm + Voss Ag, 2000 Hamburg Katamaran-wasserfahrzeug
FI78036C (fi) * 1987-05-27 1989-06-12 Waertsilae Meriteollisuus Anordning foer hyttelement.

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EP0457146A1 (fr) 1991-11-21
ES2044644T3 (es) 1994-01-01
DK0457146T3 (da) 1993-11-22
DE4015993A1 (de) 1991-11-21
DE59100273D1 (de) 1993-09-16

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