EP3052373B1 - Decksaufbau für marineplattform und entsprechende methode - Google Patents

Decksaufbau für marineplattform und entsprechende methode Download PDF

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Publication number
EP3052373B1
EP3052373B1 EP14780445.4A EP14780445A EP3052373B1 EP 3052373 B1 EP3052373 B1 EP 3052373B1 EP 14780445 A EP14780445 A EP 14780445A EP 3052373 B1 EP3052373 B1 EP 3052373B1
Authority
EP
European Patent Office
Prior art keywords
floor
superstructure
edging
deck
edge
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
EP14780445.4A
Other languages
English (en)
French (fr)
Other versions
EP3052373A2 (de
Inventor
Didier Yves Marie THOMAZO
Christophe Alain Marie CHARVET
Alexis Cyril Gwenael NOYER
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.)
Naval Group SA
Original Assignee
Naval Group SA
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Publication date
Application filed by Naval Group SA filed Critical Naval Group SA
Publication of EP3052373A2 publication Critical patent/EP3052373A2/de
Application granted granted Critical
Publication of EP3052373B1 publication Critical patent/EP3052373B1/de
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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 
    • B63B15/00—Superstructures, deckhouses, wheelhouses or the like; Arrangements or adaptations of masts or spars, e.g. bowsprits
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B25/00—Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby
    • B63B25/28—Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby for deck loads

Definitions

  • the present invention relates to a superstructure for a naval platform, of the type comprising a plank and a floor, the floor being attached to the plating and adapted to be fixed on a deck of the naval platform.
  • such a superstructure comprises a floor and a plank attached to the floor, the floor being adapted to be fixed on a deck of a naval platform.
  • a floor is placed on the floor inside the superstructure, for example to accommodate the equipment of the operational center.
  • the floor is a suspended floor to reduce the transmission of shock stresses on the superstructure material.
  • An object of the invention is to provide a superstructure whose manufacturing costs and weight are lower and whose center of gravity is lower.
  • the subject of the invention is a method of implementation according to claim 1 and a superstructure according to claim 6.
  • a superstructure 5, illustrated by the figure 1 , for example, the superstructure 5 is intended to accommodate an operational central and instruments of detection and / or communication of the naval platform 15.
  • the superstructure 5 comprises a floor 20 and a plating 25.
  • the floor 20 is fixed removably on the plating 25.
  • the floor 20 has an upper face 28, for example of mechanical sheet.
  • the floor 20 also includes stiffeners 30 to ensure rigidity.
  • the stiffeners 30 are arranged to form a mesh, for example an orthogonal mesh, which stiffens the upper face 28.
  • the stiffeners 30 are distributed for example by primary stiffeners 35 and secondary stiffeners 40, the primary stiffeners 35 being intended to absorb most of the forces experienced by the floor 20.
  • the stiffeners 30 are I-section beams or flat strands and each comprise a core 45. Days 50 are for example arranged in the core 45 to reduce the weight of the primary stiffeners 35.
  • Peripheral stiffeners 52 advantageously primary stiffeners 35, delimit a peripheral region 53 of the floor 20.
  • the peripheral region 53 has horizontal lateral edges 54.
  • the floor 20 further comprises support plates 55, visible on the figure 10 .
  • Each support plate 55 is fixed, for example welded, to two secant primary stiffeners 35 near their intersection.
  • Each support plate 55 is attached to the lower face of the upper flange of the two corresponding secant primary stiffeners, or, alternatively, directly to the core of these stiffeners.
  • the support plates 55 comprise an opening 60 capable of receiving an upper end 65 of a support stud 70 visible on the figure 8 .
  • the pads 70 are preferably of convergent shape upwards, for example of conical shape.
  • the plates 55 further comprise a through opening 72 adapted to receive a screw-jack floor 73, as appears on the figures 8 and 10 .
  • the plating 25 has a side wall 75 and a lower edge 80.
  • the wall 75 comprises an outer face 78, for example of mechanical sheet, and vertical stiffeners 85 to ensure rigidity.
  • the plating 25 also comprises fastening means 89 of the plating 25, for example a vertical fixing plate 90 which extends downwardly the edge 80 all along the periphery thereof.
  • the fixing plate 90 has a free lower edge 91, suitable for being fixed to the bridge 10 or to an intermediate element 92 integral with the bridge 10.
  • the superstructure 5 further comprises struts 95 secured to the superstructure, adapted to be arranged opposite the corresponding wagons 100 integral with the bridge 10, visible on the figure 2 , and attached to said spurs 100.
  • shims 102 are arranged between the struts 95 of the superstructure 5 and the spars 100 of the bridge 10.
  • the shims 102 are machined to allow the transmission of forces undergone by the superstructure 5 to the platform 15 through the spurs 95 and 100, and to precisely adjust the mechanical interface between the latter two.
  • the plating 25 is adapted to receive brackets 103 on its outer face 88.
  • Each of the brackets 103 is adapted to receive a screw-jack plating 104, as it appears on the same figure 3 .
  • the floor 20 Before installing the superstructure 5 on the deck 10 of the naval platform 15, the floor 20 is fixed to the plating 25, the edge 80 of the plating 25 surrounding the floor 20 along the lateral edges 54 and the spurs 95 freely crossing the floor 20.
  • Fastening means (not shown), for example bolts, detachably join the edge 80 of the plating 25 to the lateral edge 54 of the floor 20.
  • wedges 105 are jointly fixed to the stiffeners 30 of the floor 20 in order to support the struts 95 of the superstructure 5 to detachably fasten them during the assembly phase.
  • the superstructure 5, composed of the floor 20 and the plating 25 joined, is disposed above the bridge 10, the stiffeners 30 of the floor 20 being opposite the bridge 10, away from the bridge 10 , substantially parallel to the bridge 10, the struts 95 of the superstructure 5 being opposite the corresponding struts 100 of the platform 15, as illustrated by FIG. figure 2 .
  • the brackets 103 are fixed on the outer face 88 of the plating 25.
  • the jackscrews-cylinders 104 are arranged under the brackets 103.
  • the shims 102 are placed between the shelves 95 of the superstructure 5 and the sheds 100 of the platform 15, on the spars 100.
  • a third step illustrated by the figure 4 , the plating screw-cylinders 104 are actuated to apply the struts 95 of the superstructure 5 in contact with the spacer shims 102.
  • the plating screw-cylinders 104 are then actuated to bring the free end 91 of the attachment plate 90 of the plating 25 to a first predetermined distance D1 of the bridge 10, or of the intermediate element 92.
  • the free end 91 of the fixing plate 90 is fixed to the bridge 10 or to the intermediate element 92 to seal the superstructure 5, for example sealing against nuclear and / or bacteriological and / or chemical risks as well as its mechanical resistance to the forces, for example of torsion, which it undergoes.
  • the free end 91 is welded to the bridge 10 or to the intermediate element 92, as illustrated by the figure 5 .
  • the weld is continuous around the edge of the plating 25.
  • a fifth step visible on the figure 6 , the jacking cylinder screws 104 and the brackets 103 are removed.
  • the screw-floor cylinders 73 are arranged on the bridge 10 opposite the corresponding through openings 72 of the floor support plates 55 and are engaged in said through openings 72.
  • the fixing shims 105 are separated from the stiffeners 30 of the floor 20 and the struts 95 of the superstructure 5.
  • the means for fixing the edge 80 of the plating 25 to the lateral edge 54 of the floor 20 are also removed.
  • the floor 20 and the plating 25 are thus made independent of one another.
  • the struts 95 of the superstructure 5 are then attached to the corresponding struts 100 of the platform 15.
  • a seventh step the pads 70 are fixed to the bridge 10, facing the openings 60 of the corresponding support plates 55.
  • the screw-floor cylinders 73 are actuated to lower the floor and engage the ends 65 of the studs 70 in the corresponding openings 60, and abut the plates 55 against the studs 70, as shown in FIG. figure 8 .
  • the floor screw-cylinders 73 are removed and the pads 70 are fixed to the support plates 55, for example welded thereto, as illustrated by FIG. figure 9 .
  • the floor 20 and the plating 25 are then fixed independently and at a distance from each other to the bridge 10.
  • the shocks suffered by the plating 25 are not transmitted to the floor 20, which makes it possible for example to reduce the impact stresses on material disposed on said floor 20.
  • the plating 25 does not include a fixing plate 90, the edge 80 of the plating 25 being adapted to be directly fixed, for example bolted or welded, to the bridge 10 or to an integral element of it.
  • the bridge 10 carries shims 107 on which the screw-jacks 73 and 104 and then the studs 70 are placed.

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Forklifts And Lifting Vehicles (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Claims (9)

  1. Verfahren zum Bereitstellen, auf einer Schiffsplattform (15), die ein Deck (10) aufweist, einer Aufbaustruktur (5), die eine Umrandung (25) und einen Boden (20) aufweist,
    wobei die Umrandung einen Rand (80) und eine Befestigungs-Platte (90) aufweist, die sich zu dem unteren Teil des Rands hin erstreckt,
    wobei die Platte an dem Rand (80) der Umrandung in lösbarer Weise befestigt ist,
    wobei das Verfahren dadurch gekennzeichnet ist, dass es die folgenden Schritte aufweist:
    - Anordnen der Aufbaustruktur (5) über dem Deck (10) in einer Anfangsposition, in welcher der Boden (20) dem Deck (10) gegenüber ist in einem Abstand vom Deck (10) und im Wesentlichen parallel zum Deck (10) und in welcher der Boden an dem Rand (80) der Umrandung befestigt ist,
    - Befestigen der Befestigungs-Platte (90) der Umrandung (25) an dem Deck (10),
    - Trennen des Bodens (20) und der Umrandung (25),
    - Absenken des Bodens (20), und
    - Befestigen des Bodens (20) am Deck (10) unabhängig von der Umrandung (25) und in einem Abstand von dieser.
  2. Verfahren gemäß Anspruch 1, dadurch gekennzeichnet, dass, während des Schritts des Absenkens des Bodens, der Boden auf Kontaktpunkten (70) aufzuliegen kommt, die fest mit dem Deck (10) verbunden sind.
  3. Verfahren gemäß Anspruch 2, dadurch gekennzeichnet, dass die Kontaktpunkte (70) mit Platten (55) kooperieren, die an Versteifungen (30) des Bodens (20) befestigt sind.
  4. Verfahren gemäß irgendeinem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass der Schritt Befestigens der Umrandung (25) aufweist einen Schritt des Schweißens der Befestigungs-Platte (90) der Umrandung (25) ans Deck (10), und dass das Schweißen fortgesetzt wird am Umfang der Umrandung (25).
  5. Verfahren gemäß irgendeinem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass der Schritt des Befestigens der Umrandung (25) imstande ist, den mechanischen Halt und die Dichtheit der Aufbaustruktur (5) zu gewährleisten.
  6. Einrichtung für eine Schiffsplattform (15), aufweisend ein Schiffsplattform-Deck (10) und eine Aufbaustruktur (5), wobei die Aufbaustruktur eine Umrandung (25) und einen Boden aufweist, gekennzeichnet dadurch, dass
    die Umrandung einen Rand (80) und eine Befestigungs-Platte (90) aufweist, die sich zum unteren Teil des Rands hin erstreckt, wobei die Befestigungs-Platte ein Mittel zur unabhängigen Befestigung der Platte am Deck bildet,
    wobei der Boden in lösbarer Weise am Rand (80) der Umrandung befestigt ist und angepasst ist, um auf dem Deck (10) unabhängig von der Umrandung (25) und im Abstand von dieser befestigt zu sein,
    wobei die Einrichtung angepasst ist, um mittels eines Verfahrens gemäß einem der vorhergehenden Ansprüche bereitgestellt zu werden.
  7. Einrichtung gemäß Anspruch 6, wobei der Boden (20) Seitenränder (54) aufweist, und dass der Rand (80) der Umrandung den Boden (20) entlang der Seitenränder (54) umgibt und in lösbarer Weise an den Seitenrändern befestigt ist.
  8. Einrichtung gemäß irgendeinem der Ansprüche 6 oder 7, wobei der Boden (20) Mittel zur Befestigung am Deck (10) aufweist, wobei die besagten Mittel Stützbalken (95) aufweisen, die mit der Aufbaustruktur (5) fest verbunden sind und imstand sind, an korrespondierenden Stützbalken (100) befestigt zu sein, die mit dem Deck (10) fest verbunden sind.
  9. Einrichtung gemäß Anspruch 8, wobei wenigstens ein Stützbalken (95), der mit der Aufbaustruktur (5) fest verbunden ist, den Boden (20) frei durchquert.
EP14780445.4A 2013-10-04 2014-09-30 Decksaufbau für marineplattform und entsprechende methode Active EP3052373B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR1359661A FR3011528B1 (fr) 2013-10-04 2013-10-04 Superstructure pour plateforme navale et procede de mise en oeuvre associe
PCT/EP2014/070863 WO2015049217A2 (fr) 2013-10-04 2014-09-30 Superstructure pour plateforme navale et procédé de mise en oeuvre associé

Publications (2)

Publication Number Publication Date
EP3052373A2 EP3052373A2 (de) 2016-08-10
EP3052373B1 true EP3052373B1 (de) 2019-08-28

Family

ID=50101939

Family Applications (1)

Application Number Title Priority Date Filing Date
EP14780445.4A Active EP3052373B1 (de) 2013-10-04 2014-09-30 Decksaufbau für marineplattform und entsprechende methode

Country Status (6)

Country Link
EP (1) EP3052373B1 (de)
ES (1) ES2754273T3 (de)
FR (1) FR3011528B1 (de)
MY (1) MY181221A (de)
SA (1) SA516370866B1 (de)
WO (1) WO2015049217A2 (de)

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB359496A (en) * 1930-07-23 1931-10-23 Ernest Charles Noble Means or apparatus for use in conveying or storing motor cars or other vehicles
US2461927A (en) * 1947-01-10 1949-02-15 Alvin J Schaldach Automobile transport van
DE3022509A1 (de) * 1980-06-16 1981-12-24 G + H Montage Gmbh, 6700 Ludwigshafen Elastische befestigung von aufbauten, wie deckshaeusern u.dgl. an bord von schiffen
SE469833B (sv) * 1992-07-09 1993-09-27 Stena Rederi Ab Överbyggnad till flerskrovsfartyg
US7967251B2 (en) * 2008-03-18 2011-06-28 The Boeing Company Truss network for aircraft floor attachment
CN102837802B (zh) * 2012-08-21 2015-12-30 刘雁春 便于携带与组装的船载测量工作舱

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
FR3011528B1 (fr) 2015-12-11
ES2754273T3 (es) 2020-04-16
WO2015049217A2 (fr) 2015-04-09
EP3052373A2 (de) 2016-08-10
WO2015049217A3 (fr) 2016-04-28
MY181221A (en) 2020-12-21
SA516370866B1 (ar) 2020-11-04
FR3011528A1 (fr) 2015-04-10

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