EP2796359B1 - Croisement de cloison double - Google Patents

Croisement de cloison double Download PDF

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Publication number
EP2796359B1
EP2796359B1 EP13164777.8A EP13164777A EP2796359B1 EP 2796359 B1 EP2796359 B1 EP 2796359B1 EP 13164777 A EP13164777 A EP 13164777A EP 2796359 B1 EP2796359 B1 EP 2796359B1
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EP
European Patent Office
Prior art keywords
double
intersection
bulkhead
openings
bulkheads
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
EP13164777.8A
Other languages
German (de)
English (en)
Other versions
EP2796359A1 (fr
Inventor
Herrn Klaas Oltmann
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.)
Tractebel Overdick GmbH
Original Assignee
Overdick GmbH and Co KG
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 Overdick GmbH and Co KG filed Critical Overdick GmbH and Co KG
Priority to EP13164777.8A priority Critical patent/EP2796359B1/fr
Priority to PCT/EP2014/058082 priority patent/WO2014173869A2/fr
Publication of EP2796359A1 publication Critical patent/EP2796359A1/fr
Application granted granted Critical
Publication of EP2796359B1 publication Critical patent/EP2796359B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B3/00—Hulls characterised by their structure or component parts
    • B63B3/14—Hull parts
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B3/00—Hulls characterised by their structure or component parts
    • B63B3/14—Hull parts
    • B63B3/26—Frames
    • B63B3/32—Web frames; Web beams
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B3/00—Hulls characterised by their structure or component parts
    • B63B3/14—Hull parts
    • B63B3/26—Frames
    • B63B3/36—Combined frame systems
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B3/00—Hulls characterised by their structure or component parts
    • B63B3/14—Hull parts
    • B63B3/56—Bulkheads; Bulkhead reinforcements
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B3/00—Hulls characterised by their structure or component parts
    • B63B3/14—Hull parts
    • B63B2003/145—Frameworks, i.e. load bearing assemblies of trusses and girders interconnected at nodal points

Definitions

  • the invention relates to a double frame crossing according to the preamble of claim 1 and a method for producing a device with a double frame crossing.
  • Double frame crossings are known, for example, for offshore platforms in the prior art.
  • the structural design of the platforms either as an open truss structure or as a closed and possibly buoyant body results from the installation method.
  • the platforms can form a platform interior containing stiffening bulkheads to stiffen.
  • the bulkheads can be designed as parallel bulkheads running parallel to each other.
  • the double bulkheads form operating aisles or other spaces between them.
  • cable harnesses can be laid and pipes and ducts for ventilation systems o. ⁇ .
  • the GB 21 43 783 discloses double bulkheads for cargo ships.
  • EP 0 590 920 A1 discloses a ship with a double outer wall and a double bottom, wherein outer wall and floor are divided longitudinally by floors or walls and have successive walls at opposite ends through openings.
  • GB 2 118 905 A discloses a connecting element between partitions, which has three arms and is embedded in the crossing region of the partitions.
  • the partitions are filled with polyurethane foam, so that the connecting means make a firm connection between the partitions.
  • FR 72.13825 In the FR 72.13825 is described a system for subdivision of interiors of ships. In this case, a connection mechanism between panels or plates is disclosed, which can be fixed between the ceiling and the floor.
  • the DE 24 39 167 A discloses a system for mating partition walls in houses.
  • the US 3,094,847 discloses a scaffolding structure for establishing an offshore platform that can be moved to location by means of a lifting crane. Individual scaffolding segments are inserted into each other by means of spring groove handles.
  • the US Pat. No. 6,899,492 B1 relates to a floating offshore structure having buoyancy means positioned in a lattice framework.
  • the double bulkhead crossings run over supports for support legs of the platform.
  • the double bulkhead crossings are thus exposed to high loads, so that the subsequent introduction of openings in the bulkhead makes a subsequent proof of stability and strength required.
  • the wall areas must be reinforced by the subsequently introduced openings or the openings in their outer contour z. B. be changed by rounding.
  • the subsequent proof of sufficient stability is time consuming and costly.
  • the invention makes use of the knowledge that a subsequent proof of stability or strength for openings introduced in double-frame crossings is omitted if a double-frame crossing with existing openings is provided.
  • the double bulkhead junction can be installed in facilities such. B. in platforms, ships or other closed and / or floatable facilities. However, there are other applications in other facilities, preferably steel structures such as bridges conceivable.
  • the double frame intersection according to the invention has an intersection area and two double frames crossing in the intersection area.
  • Walls of the double frame have openings in the crossing area. The openings preferably completely penetrate the walls.
  • the openings are for subsequent implementation of particular supply lines, harnesses o. ⁇ . certainly. Subsequent proof of the stability and strength of the frame is omitted because after installation of the double frame crossing, for example, their installation in a platform, a ship's hull or a bridge construction, no additional openings in the double frame crossing are required.
  • the crossing region can have a square cross section along a platform plane, but also other cross sections.
  • a bulkhead which is formed over its entire extent as a wall, as well as a frame in the narrow sense with a circumferential wall and a central opening.
  • the walls in the crossing region form a lattice structure.
  • Under a lattice structure is understood here also a truss structure.
  • Grid structures are particularly open and allow the laying of cables u. ⁇ . in many ways along the double frame intersection.
  • the double frame crossing preferably forms four frame openings, in which instead of a closed wall, a grid structure is used, which ensures despite the many openings sufficient stability and strength, in particular a sufficient ability to transmit shear forces.
  • the columns connecting struts are preferably spaced so far apart as to provide clearances and openings through which supply lines extending in the passages formed by the double frame can be conveniently passed.
  • the frames in particular in their design as bulkheads, preferably have ribs running perpendicular to the deck and stringers running parallel to the deck along the frame.
  • ribs running perpendicular to the deck and stringers running parallel to the deck along the frame.
  • tubular supports are provided along the crossing lines.
  • the supports can also have square or other cross-sections.
  • the frames are connected across the frame openings with horizontal struts and diagonal braces.
  • the diagonal struts can also be arranged in pairs crossing each other.
  • plate spaces spaced apart from each other are provided along the frame openings between cross braces.
  • the frames, supports, frames, stringer and struts are preferably steel components.
  • the frame can also comprise concrete components or be designed as such.
  • a strength and / or stability or other parameters of a double frame crossing with openings introduced in the crossing region in walls of the double frames are first calculated to produce a device with one of the above double frame crossings, then the calculated double frame crossing is selected when a predetermined minimum strength is exceeded, it will Openings introduced into the double frame and then installed the double frame junction with the already introduced openings in the device.
  • a facility here is a platform, a ship's hull, a bridge o. ⁇ . Understood.
  • frame openings are provided in the crossing region of the double frame intersection, in which a grid structure is installed.
  • a grid structure is installed with extending along frame edges supports and extending between the columns struts.
  • the openings are already taken into account when calculating the stability and strength of the double frame crossing. It is inventively selected despite openings sufficiently stable and strong double frame crossing for installation in the device.
  • the device may be a preferably closed platform, a ship's hull or another closed, preferably buoyant body or else part of a bridge construction.
  • At least one supply line is laid at least in sections along an operating passage extending between a double frame and passed through the frame openings of the double frame intersection.
  • no additional openings in walls of the frame in the interior of the double frame crossing must be introduced for laying the at least one supply line across the double frame crossing away.
  • the platform can thus be provided without the need for subsequent proof.
  • FIG. 1 shows a section of an offshore platform 1.
  • the section represents a part of a double bulkhead crossing 2 in the interior of the platform 1.
  • the platform 1 is peripherally encircling the outside and surrounded on an underside by an outer skin 3.
  • a bottom of the platform 1 is here formed as a double floor with the outer skin 3 and a parallel to the outer skin 3 extending double bottom deck 4.
  • the raised floor is stabilized by arranged between the outer skin 3 and double bottom deck 4 perpendicular to each other arranged bulkheads.
  • the seabed is in Fig. 1 arranged at the bottom of the picture.
  • Fig. 1 is meeresbodenab Remnab
  • the double bulkhead crossing 2 a double deck 4 corresponding and running parallel to him deck provided.
  • the deck can have a hay rack deck arranged on the interior side. For reasons of clarity, the deck and the hayloft are not shown.
  • the interior of the platform 1 provided between the double-deck 4 and the next-higher deck has a height along a height direction H, a depth along a depth direction T, and a length along a longitudinal direction L.
  • the three directions are in pairs perpendicular to each other.
  • the two bulkheads 6a, 6b form a double bulkhead 6a, 6b and the two further bulkheads 7a, 7b form another double bulkhead 7a, 7b.
  • the double bulkhead 6a, 6b forms an operation gear 11 between its bulkheads 6a, 6b, and the further double bulkhead 7a, 7b forms a further operation gear 12 between its bulkheads 7a, 7b.
  • the two double bulkheads 6a, 6b, 7a, 7b abut one another perpendicular to the double bulkhead crossing 2.
  • the four bulkheads 6a, 6b, 7a, 7b abut against each other at four contact lines at the double bulkhead crossing 2.
  • the double bulkhead crossing 2 in Fig. 1 has four tubular supports 8a, 8b, 8c, 8d extending vertically between the double bottom deck 4 and the hay deck along its four lines of contact.
  • the four tubular supports 8a, 8b, 8c, 8d are fixedly connected to the double bottom deck 4 and the hay rack.
  • the four supports 8a, 8b, 8c, 8d are in a cross section according to Fig. 6 provided parallel to the double bottom deck 4 at corners of a square.
  • the bulkheads 6a, 6b extending in the longitudinal direction L each have a strip-shaped bulkhead opening 12a, 12b, the width of the two strip-shaped bulkhead openings 12a, 12b extending in the longitudinal direction L being the distance between the two bulkheads 7a, 7b running along the depth direction T. equivalent.
  • the four bulkheads 6a, 6b, 7a, 7b are essentially identical.
  • the bulkheads 6a, 6b, 7a, 7b point to the stringer 30, which is parallel to the double bottom deck 4 and to the heubbode deck, spaced apart along the height direction H on the inner walls which are opposite one another in the operating aisle 11, 12.
  • the bulkheads 6a, 6b, 7a, 7b are formed along the longitudinal direction L or the depth direction T by holland profiles (HP profiles) which are welded side by side and which comprise frames 31 arranged for stiffening along the height direction H.
  • the bulkheads 6a, 6b, 7a, 7b are thus not continuously formed in the region of the double bulkhead junction 2, but the two operating ducts 11, 12 formed by the double bulkheads 6a, 6b, 7a, 7b form a free crossing in the region of the double bulkhead junction 2, which allows to get at the double bulkhead junction 2 of the one operation gear 11 in the other operation gear 12 or vice versa.
  • the four strip-shaped bulkhead openings 11a, 11b, 12a, 12b are parallel to the double bottom deck 4 in a cross section Fig. 3 square, wherein the corners of the square are each formed by a cross section of the four tubular supports 8a, 8b, 8c, 8d.
  • the bulkhead openings 11a, 11b, 12a, 12b taken out of the bulkheads 6a, 6b, 7a, 7b lead to a destabilization of the double bulkhead crossing 2, in particular to thrust forces. To restore the required strength of the grid structure described below is determined.
  • the individual openings in the bulkheads 6a, 6b, 7a, 7b formed by the grid structure are not identified by reference numerals.
  • the double bulkhead junction 2 Due to the "airy" design of the double bulkhead junction 2, it is possible along the operating corridors 11, 12 of the double bulkheads 6a, 6b, 7a, 7b extending (not shown) cable strands, ventilation ducts o. ⁇ . easily on the double bulkhead crossing 2 away in the perpendicular to the operation gear 11, 12 extending or continue in the same operating gear 11, 12.
  • the cable or ventilation ducts can be spaced apart from the double bulkhead crossing 2 in less stressed bulkheads through openings there through the bulkheads 6a, 6b, 7a, 7b into a chamber 40 formed by the bulkheads 6a, 6b, 7a, 7b.
  • Fig. 2 shows the side view of the Fig. 1 with a view of the gap-shaped bulkhead opening 12a with the horizontal struts 20 and the cross-shaped arranged diagonal struts 21st
  • Fig. 2 also schematically shows the double bottom deck 4 and along the height direction H extending beads of juxtaposed Holland profiles and the horizontally extending stringer 30th
  • Fig. 3 shows the top view of Fig. 1 with the two mutually perpendicular operating passages 11, 12, wherein the cross-sectionally square, formed from horizontal struts 20 and diagonal struts 21 lattice tower of the double bulkhead crossing 2, the implementation of harnesses on the double block crossing 2 also within an operating corridor 11, 12 or from a perpendicular to it running operation 11, 12 allows.
  • FIGS. 4 . 5 and 6 The second embodiment of the FIGS. 4 . 5 and 6 is characterized by a relation to the first embodiment, slightly different configuration of the double bulkhead crossing 2. Otherwise, like reference numerals designate like components.
  • the bulkhead openings 11a, 11b, 12a, 12b of the second embodiment have horizontal struts 20 spaced apart from each other along the height direction H and crosswise arranged diagonal struts 21 extending between horizontal struts 20, wherein alternately closed panel fields 50 and cross-shaped diagonal struts 21 are provided between adjacent horizontal struts 20 ,
  • the closed plate fields 50 make it possible, in particular, for a portion of the bulkheads 6a, 6b, 7a, 7b acting shear force on the double block intersection 2 addition to the other portion of the bulkhead 6a, 6b, 7a, 7b to transfer.
  • Fig. 5 again shows the view of the strip-shaped bulkhead openings 11a, 11b, 12a, 12b in a side view with the alternating plate fields 50 and the diagonal struts 21, wherein the closed plate panels 50 are also formed along the longitudinal direction L and depth direction T juxtaposed Holland profiles.
  • top view of the double bulkhead crossing of the second embodiment shows the two operating gears 11, 12 and the arranged in corners of the double bulkhead 2 tubular supports 8a, 8b, 8c, 8d.

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Revetment (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Fencing (AREA)
  • Sewage (AREA)
  • Body Structure For Vehicles (AREA)
  • Bridges Or Land Bridges (AREA)

Claims (14)

  1. Intersection de double cloison étanche avec
    une zone d'intersection et
    deux doubles cloisons étanches (6a, 6b, 7a, 7b) qui se croisent dans la zone d'intersection,
    caractérisée en ce que les doubles cloisons étanches (6a, 6b, 7a, 7b) forment respectivement un couloir opérationnel (11, 12) et que des parois des cloisons étanches (6a, 6b, 7a, 7b) présentent des ouvertures dans la zone d'intersection.
  2. Intersection de double cloison étanche selon la revendication 1,
    caractérisée en ce que les ouvertures forment une structure de grille dans la zone de l'intersection.
  3. Intersection de double cloison étanche selon la revendication 1 ou 2,
    caractérisée en ce que des béquilles (8a, 8b, 8c, 8d) s'étendent le long de lignes d'intersection des doubles cloisons étanches qui se rencontrent (6a, 6b, 7a, 7b) et que des entretoises (20, 21) qui relient les béquilles (8a, 8b, 8c, 8d) sont prévues entre les béquilles (8a, 8b, 8c, 8d).
  4. Intersection de double cloison étanche selon la revendication 3,
    caractérisée en ce que les béquilles (8a, 8b, 8c, 8d) sont configurées comme des tuyaux.
  5. Intersection de double cloison étanche selon l'une des revendications 1 à 4,
    caractérisée en ce que des cadres sont configurés comme des doubles cloisons étanches (6a, 6b, 7a, 7b).
  6. Intersection de double cloison étanche selon l'une des revendications 1 à 5,
    caractérisée en ce que des entretoises diagonales qui se croisent (21) sont placées entre des béquilles voisines (8a, 8b, 8c, 8d).
  7. Intersection de double cloison étanche selon l'une des revendications 1 à 6,
    caractérisée en ce que des panneaux de plaques clos (50) sont placés entre des béquilles voisines (8a, 8b, 8c, 8d).
  8. Intersection de double cloison étanche selon la revendication 7,
    caractérisée en ce que des entretoises diagonales qui se croisent (21) sont placées entre des panneaux de plaques voisins (50) d'une ouverture de cadre (11a, 11b, 12a, 12b).
  9. Intersection de double cloison étanche selon l'une des revendications précédentes, caractérisée en ce que les ouvertures permettent le passage de conduites d'alimentation.
  10. Procédé pour la fabrication d'une installation avec une intersection de double cloison étanche (2) selon l'une des revendications précédentes,
    une résistance de l'intersection de double cloison étanche (2) avec des ouvertures ménagées dans la zone d'intersection dans des parois de doubles cloisons étanches (6a, 6b, 7a, 7b) étant tout d'abord calculée,
    l'intersection de double cloison étanche calculée (2) étant sélectionnée lors du dépassement d'une résistance minimale prédéterminée,
    les ouvertures étant ménagées dans les doubles cloisons étanches (6a, 6b, 7a, 7b) et l'intersection de double cloison étanche (2) étant ensuite mise en place dans l'installation avec les ouvertures qui y sont déjà ménagées.
  11. Procédé selon la revendication 10,
    caractérisé en ce que des ouvertures de cloison étanche (11a, 11b, 12a, 12b) dans lesquelles une structure de grille est montée sont prévues dans la zone d'intersection de l'intersection de double cloison étanche (2).
  12. Procédé selon la revendication 11,
    caractérisé en ce que des béquilles (8a, 8b, 8c, 8d) sont montées dans la zone d'intersection le long d'arêtes de cloison étanche formées par les ouvertures de cloison étanche (11a, 11b, 12a, 12b) et que des entretoises (20, 21) sont montées entre les béquilles (8a, 8b, 8c, 8d).
  13. Procédé selon l'une des revendications 10, 11 ou 12,
    caractérisé en ce qu'au moins une conduite d'alimentation est guidée au moins par portions le long de couloirs opérationnels (11, 12) qui s'étendent entre des cloisons étanches (6a, 6b, 7a, 7b) d'une double cloison étanche (6a, 6b, 7a, 7b), la conduite d'alimentation qui existe au moins est guidée à travers les ouvertures de l'intersection de double cloison étanche (2).
  14. Procédé selon la revendication 13,
    caractérisé en ce que pour la pose de la conduite d'alimentation aucune ouverture supplémentaire n'est ménagée dans des parois des cloisons étanches (6a, 6b, 7a, 7b) dans la zone d'intersection de l'intersection de double cloison étanche (2) au-delà de l'intersection de double cloison étanche (2).
EP13164777.8A 2013-04-22 2013-04-22 Croisement de cloison double Active EP2796359B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP13164777.8A EP2796359B1 (fr) 2013-04-22 2013-04-22 Croisement de cloison double
PCT/EP2014/058082 WO2014173869A2 (fr) 2013-04-22 2014-04-22 Double croisement de cloison étanche

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP13164777.8A EP2796359B1 (fr) 2013-04-22 2013-04-22 Croisement de cloison double

Publications (2)

Publication Number Publication Date
EP2796359A1 EP2796359A1 (fr) 2014-10-29
EP2796359B1 true EP2796359B1 (fr) 2017-12-20

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EP13164777.8A Active EP2796359B1 (fr) 2013-04-22 2013-04-22 Croisement de cloison double

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EP (1) EP2796359B1 (fr)
WO (1) WO2014173869A2 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110091960B (zh) * 2019-05-09 2021-10-08 中国船舶工业集团公司第七0八研究所 一种无横撑少制荡舱壁的超大型油船的货舱结构

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3094847A (en) * 1960-10-19 1963-06-25 Shell Oil Co Offshore platform structure
EP0590920A1 (fr) * 1992-09-29 1994-04-06 Metro Machine Corporation Construction des parois d'un bateau
US6899492B1 (en) * 2003-05-05 2005-05-31 Nagan Srinivasan Jacket frame floating structures with buoyancy capsules

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT952830B (it) * 1971-12-31 1973-07-30 Yarco Sa Sistema di tramezzamento interno in particolare per natanti
DE2439167A1 (de) * 1974-08-14 1976-02-26 Detail Bau Ws Gmbh Trennwand
FR2525656A1 (fr) * 1982-04-21 1983-10-28 Normandie Const Meca Perfectionnements aux raccords entre cloisons, notamment pour la constitution des coques de bateaux
WO1994026585A1 (fr) * 1993-05-18 1994-11-24 Special Projects Research Corp. Procede et dispositif destines a l'installation d'un systeme de protection a deux coques

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3094847A (en) * 1960-10-19 1963-06-25 Shell Oil Co Offshore platform structure
EP0590920A1 (fr) * 1992-09-29 1994-04-06 Metro Machine Corporation Construction des parois d'un bateau
US6899492B1 (en) * 2003-05-05 2005-05-31 Nagan Srinivasan Jacket frame floating structures with buoyancy capsules

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Publication number Publication date
EP2796359A1 (fr) 2014-10-29
WO2014173869A2 (fr) 2014-10-30
WO2014173869A3 (fr) 2015-01-29

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