EP1465802B1 - Schiff in kompositbauweise - Google Patents

Schiff in kompositbauweise Download PDF

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Publication number
EP1465802B1
EP1465802B1 EP02790292A EP02790292A EP1465802B1 EP 1465802 B1 EP1465802 B1 EP 1465802B1 EP 02790292 A EP02790292 A EP 02790292A EP 02790292 A EP02790292 A EP 02790292A EP 1465802 B1 EP1465802 B1 EP 1465802B1
Authority
EP
European Patent Office
Prior art keywords
ship
ship according
interior installation
walls
cross
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.)
Expired - Lifetime
Application number
EP02790292A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1465802A1 (de
Inventor
Friedrich Grimm
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.)
Grimm Friedrich
Grimm Sabine
Matthaei Oliver
SCHOTTE, TIM
Original Assignee
Grimm Sabine
Matthaei Oliver
Schotte Tim
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
Priority claimed from DE2001151085 external-priority patent/DE10151085C1/de
Priority claimed from DE2002139926 external-priority patent/DE10239926A1/de
Application filed by Grimm Sabine, Matthaei Oliver, Schotte Tim filed Critical Grimm Sabine
Publication of EP1465802A1 publication Critical patent/EP1465802A1/de
Application granted granted Critical
Publication of EP1465802B1 publication Critical patent/EP1465802B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B3/00Hulls characterised by their structure or component parts
    • B63B3/14Hull parts
    • B63B3/26Frames
    • B63B3/36Combined frame systems
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B29/00Accommodation for crew or passengers not otherwise provided for
    • B63B29/02Cabins or other living spaces; Construction or arrangement thereof
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B3/00Hulls characterised by their structure or component parts
    • B63B3/14Hull parts
    • B63B3/48Decks
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B5/00Hulls characterised by their construction of non-metallic material
    • B63B5/02Hulls characterised by their construction of non-metallic material made predominantly of wood
    • B63B5/04Carcasses
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B5/00Hulls characterised by their construction of non-metallic material
    • B63B5/14Hulls characterised by their construction of non-metallic material made predominantly of concrete, e.g. reinforced
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B3/00Hulls characterised by their structure or component parts
    • B63B3/14Hull parts
    • B63B2003/145Frameworks, i.e. load bearing assemblies of trusses and girders interconnected at nodal points

Definitions

  • the invention relates to a ship whose supporting structure of a spatial truss is formed and in the Fill bars a lower and an upper belt bend, push and torsionally rigid connect with each other, the lower Gurtung either from parts or from the entire underwater ship consists.
  • the whole Expansion structure is essentially of the global support function of the truss girder in skeleton construction freed and is in essentially exclusively with loads from its own weight, Traffic loads and loads from dynamic load applied.
  • the carrying capacity, the rigidity and thus the Operating duration of a hull construction can be increased.
  • the hull as a spatial Truss bearer form
  • the upper and lower Gurtung a have as large a distance, so that for the recording of Bending a maximum, internal lever arm is present.
  • the fuselage cross section shows one Mass distribution, the optimal to those in freight and Passenger ships prevailing bending stress is adjusted.
  • the less stressed web zone of the carrier is called termeffle Half-timbered disc formed in the ship's longitudinal direction.
  • Truss structure creates a torsionally rigid tube.
  • the individual bars of truss structure are exterior Chord bars and inner filler bars divided.
  • the outer strap bars form the outline of the truss structure and are in Obergurtstäbe, which run on the truss top, and Untergurtstäbe, which run on the truss bottom, divided.
  • the inner filler rods run between the Obergurtstäben and Untergurtstäben.
  • the filler rods run vertically between the upper and lower belt, so they are called stands or posts.
  • a bending stress is added a truss structure in principle in a printing and Tensile stress dissolved in the straps, resulting in an optimized Material consumption leads.
  • the filling rods assume the function of Footbridge of a monolithic cross section.
  • the second object of the invention is in the Expansion structure through the use of lightweight constructions to achieve considerable weight savings, resulting in a Cost savings for the entire operating cycle - from construction through Maintenance and operation up to disassembly - are shown can.
  • the maximum means Flexibility of the expansion structure optimal customer wishes fulfill. Changes in the floor plan layout are always available possible without affecting the fuselage structure.
  • the apartments offer a previously unknown Quality of stay with extensive glazing of the side walls, upstream balconies and the possibility of common conserveatories even in adverse outdoor conditions of one to benefit from a pleasant indoor climate.
  • the Quality of stay in the rooms for the crew and the Passengers will be significantly improved.
  • the material for the primary support structure is steel.
  • the rod-shaped support elements consist of rolled profiles or of hollow sections, with the bolted or welded to the lower and upper straps become.
  • the filler rods can also be used as three- and administratgurtige Be formed bars, so that the filler rod itself dissolved trusses forms.
  • the truss structure between the upper and lower straps will be adjusted accordingly Power flow designed.
  • Truss structures In addition to continuous filler rods between Underwater ship and upper deck are also delicate Truss structures conceivable, consisting of several side by side and superimposed bars exist, so that the longitudinal and transversely arranged trusses themselves to a thrust and drillsteifen ownedgurtigen half-timbered disc are dissolved.
  • a particularly economical embodiment is in training a composite shell of steel and concrete for the underwater ship seen. For example, in a container ship, the Concentration of forces in a spatial truss, its individual support members ideally exclusively normal strength are also positive. today Welding techniques allow the processing of up to 60 Millimeter thick sheets, so within appropriate Box cross sections forces of more than 100 Meganewton in one Staff of the truss structure can be concentrated.
  • a spatial Truss girder with cruciform cross-section or even a Hogurtiger, triangular lattice girder, in the hull from the bow to the stern is almost from the curved shell completely unbound and stands with her only in the keel line and at the top edges of the outboard walls. Exactly there lie the belt bars of the truss, in which the forces from the Water pressure to be initiated by transverse tensioning.
  • One Cargo ship according to the invention is lighter, faster to build and thus more economical than conventional solutions.
  • Fig. 1 to Fig. 3 show a container ship according to the invention, in which the lower Gurtung 11 is formed by the double ship bottom 111.
  • the underwater vessel 113 is directly connected in the keel line by filler rods 12 with the upper harness 10, which consists of a rectangular belt bar 100.
  • a mobile bridge 23 serves as a crane runway girder and is supported on the belt bar 100 via rollers.
  • the container ship is characterized by an extreme rigidity of the hull and increased carrying capacity.
  • the expansion 2 of the cargo spaces 223 with longitudinal and transverse walls 211, 212 is essentially freed from the global support function.
  • the side walls 210 are formed as cross members and stiff the cross-sectionally cross-shaped 131, spatial truss 1 from.
  • FIGS. 4 to 7 show a cruise ship according to the invention in which the entire underwater vessel 113, including all non-illustrated longitudinal, transverse bulkheads and intermediate decks, represents the lower belting 11 of a three-dimensional truss girder 1.
  • the upper Gurtung 10 of the spatial truss girder 1 is formed by a horizontal truss plate 102.
  • Fill bars 12 form a system of longitudinally and transversely arranged, standing truss discs 123, 124, through which the upper Gurtung 10 and the lower Gurtung 11 are bending, thrust and torsionally rigid connected to each other.
  • the rectangular tube cross-section 130 allows maximum flexibility for the expansion 2.
  • the expansion 2 of the cruise ship shows apartments 220 whose exposed area is enlarged by cut into the outboard walls 210 atria 221.
  • the side walls 210 above the freeboard can be completely glazed, so that a large part of the ship's outer walls 210 consists of corrosion-free material.
  • FIGS. 8 to 10 show a container ship according to the invention, in which the double ship bottom 111 forms the lower belt 11 of a three-dimensional truss girder 1.
  • the lattice girder 1 shows a triangular cross-section, which is constructed as a composite tube cross section 132 of two trilobal straps.
  • the upper Gurtung 10 consists of three continuous from bow to stern chord members, which are combined to form a horizontal frame plate 101, while the lower Gurtung 11 is formed by the bowl-shaped body of the double ship bottom 111.
  • the filler rods 12 of the spatial truss girder 1 are arranged so that the cargo spaces 223 remain free.
  • the concentration of forces in the upper Gurtung 10 and in the lower Gurtung 11, which are held by relatively light Medstäbe 12 bending, thrust and torsionally rigid at a distance, allows lower sheet thicknesses up to the substitution of steel in all area-intensive assemblies such as the Hüllkonstrutation 210, the dismantling walls 211 and the expansion transverse walls 212.
  • FIGS. 11 to 13 show a cruise ship according to the invention with rounded deck superstructures.
  • Left and right of the keel line connect two standing truss discs 123, the lower Gurtung 11 with the upper Gurtung 10 and give a longitudinal middle corridor for the development of the apartments 220 free.
  • a stiffening intermediate deck 14 is formed by a horizontal truss disc 141 and stabilizes the longitudinal truss discs 123.
  • the entire Hüllkonstrutation 110 of the underwater vessel 113 serves as a lower Gurtung 11 of the truss girder 1.
  • the arranged above the freeboard residential towers have side walls 210, which are largely made of glass are, and have upstream balconies.
  • FIGS. 14 and 15 show the middle segment of a cruise ship according to the invention.
  • the underwater hull 113 is connected to the upper Gurtung 10 by longitudinally and transversely arranged frame discs 121, 122 and forms a spatial Truss 1.
  • the upper Gurtung 10 is formed as a ribbed plate 103, while as lower Gurtung 11 the entire underwater vessel 113 including the outer shell 110th the double ship bottom 111 and the longitudinal bulkhead, transverse bulkheads and intermediate decks, not shown, is used.
  • the upper decks 202 are suspended by means of tension rods 201, while the lower decks 202 are supported by extension posts 200.
  • FIGS. 16 and 17 show the middle segment of a cruise ship according to the invention.
  • the underwater vessel 113 is connected to the upper harness 10 by filler rods 12 in the area of the outboard walls 212.
  • the filler rods 12 are made of box girders made of steel 151 and are stiffened by Glasdiagonalen 150 in the longitudinal and transverse directions.
  • the traction cables 150 are connected to the box girders 151 by means of forked cable heads.
  • the ropes can be continuously guided from one field to the next via deflection calipers. Large-area screwed cable clamps absorb the differential forces in this case.
  • the entire hull construction can be prestressed so that the box girders 151 are under compressive stress. In this way, the deformations in the hull can be kept very low.
  • the apartments 220 are arranged in units transversely to the direction of travel, so that the exposure of all rooms and cabins can be ensured.
  • the upper Gurtung 10 consists of a ribbed plate 103, while under Gurtung 11 includes the entire underwater vessel 113 including all longitudinal, transverse bulkhead and intermediate decks.
  • the upper decks 202 are suspended by means of tension rods 201 from the ribbed plate 103 forming the upper deck, while the lower decks 202 are carried by outriggers 200 and stand up on the double bottom 111 of the underwater hull 113.
  • FIGS. 18 and 19 show the middle segment of a cruise ship according to the invention.
  • the underwater vessel 113 is connected to the upper Gurtung 10 by Grestäbe 12, which lie in the ship's interior.
  • Two half-timber disks 123 arranged substantially parallel in the longitudinal direction divide the hull longitudinally into three segments.
  • the middle segment is stiffened by standing truss discs in the transverse direction 122 at regular intervals.
  • Both the upper harness 10 and the lower harness 11 are provided as composite panels of steel and concrete 104, 112.
  • the upper half of the decks 202 are attached to the composite panel 104 of the upper deck 10 via tie rods 201, while the lower half of the intermediate decks 202 are erected on the deck 111 via outriggers 200.
  • FIGS. 20 and 21 show the front segment of a cruise ship according to the invention.
  • the underwater vessel 113 is connected to the upper belt 10 by filler rods 12.
  • a longitudinally arranged, standing truss disc 123 connects the underwater vessel 113 directly to the upper deck, which represents as a ribbed plate 103, the upper Gurtung 10 of the spatial truss girder 1.
  • a horizontal truss disc 141 forms a stiffening intermediate deck 14 at freeboard height.
  • the lower Gurtung 11 is formed by the entire underwater vessel 113 including the longitudinal, transverse bulkheads and tweezers, not shown.
  • the expansion 2 above the freeboard is essentially freed from the global support function and consists of glazed shipwalls 210 and seven living decks 202.
  • Spatial truss bearer 1 Upper harness 10 strap bar 100 Frame, lying 101 Half-timbered disc, lying 102 rib plate 103 sandwich panel 104 Lower taping 11 Sheath construction of the underwater hull 110 Double ship bottom 111 composite shell 112 Entire underwater ship 113 cross bars 12 Hub connection 120 Standing frame, longitudinal 121 Standing frame, cross 122 Standing truss disc, longitudinal 123 Standing truss disc, transverse 124 Multi-belted cross-section 13 rectangular tube 130 Cross-shaped cross-section 131 Composite tube cross section 132 Stiffening deck 14 Frame, lying 140 Half-timbered disc, lying 141 Rod-shaped support elements 15 Gydiagonalen 150 Box section 151 Round tube cross section 152 Not carrying expansion 2 Expansion framework in skeleton construction 20 expansion Support 200 Ausbauzugstäbe 201 expansion Board 202 Construction walls 21 Expansion board walls 210 Construction longitudinal walls 211 Expansion transverse walls 212 expansion spaces 22 Apartments 220 atriums 221 transverse openings 222 Expanding

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  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Bridges Or Land Bridges (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Laminated Bodies (AREA)
  • Revetment (AREA)
  • Sliding-Contact Bearings (AREA)
  • Jib Cranes (AREA)
  • Vibration Prevention Devices (AREA)
EP02790292A 2001-10-16 2002-10-16 Schiff in kompositbauweise Expired - Lifetime EP1465802B1 (de)

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
DE2001151085 DE10151085C1 (de) 2001-10-16 2001-10-16 Schiff, Boot und Unterseeboot
DE10151085 2001-10-16
DE2002139926 DE10239926A1 (de) 2002-08-30 2002-08-30 Schiff in Kompositbauweise
DE10239926 2002-08-30
PCT/EP2002/011592 WO2003033338A1 (de) 2001-10-16 2002-10-16 Schiff in kompositbauweise

Publications (2)

Publication Number Publication Date
EP1465802A1 EP1465802A1 (de) 2004-10-13
EP1465802B1 true EP1465802B1 (de) 2005-06-01

Family

ID=26010391

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02790292A Expired - Lifetime EP1465802B1 (de) 2001-10-16 2002-10-16 Schiff in kompositbauweise

Country Status (10)

Country Link
EP (1) EP1465802B1 (enrdf_load_stackoverflow)
JP (1) JP4369753B2 (enrdf_load_stackoverflow)
KR (1) KR100959819B1 (enrdf_load_stackoverflow)
CN (1) CN100509544C (enrdf_load_stackoverflow)
AT (1) ATE296748T1 (enrdf_load_stackoverflow)
DE (1) DE50203305D1 (enrdf_load_stackoverflow)
DK (1) DK1465802T3 (enrdf_load_stackoverflow)
ES (1) ES2242894T3 (enrdf_load_stackoverflow)
PT (1) PT1465802E (enrdf_load_stackoverflow)
WO (1) WO2003033338A1 (enrdf_load_stackoverflow)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102745307B (zh) * 2012-06-29 2015-02-18 深圳市海斯比船艇科技股份有限公司 船艇的制造方法
CN107554686A (zh) * 2017-05-04 2018-01-09 江苏省船舶设计研究所有限公司 一种基于纳米涂层的船舶隔热防腐蚀结构船体
CN110162881B (zh) * 2019-05-22 2023-05-16 中国船舶工业集团公司第七0八研究所 一种弯剪扭组合下船舯结构极限承载能力的确定方法
CN114919710B (zh) * 2022-06-09 2024-05-07 中国舰船研究设计中心 一种网架式箱体浮筏结构及其设计方法
KR102587609B1 (ko) 2022-08-02 2023-10-12 주식회사 크레파머티리얼즈 리프트 오프 공정용 레지스트 조성물

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE443599C (de) * 1925-06-23 1927-05-03 Gustav Wrobbel Dr Ing Bausystem fuer eiserne Schiffe mit Diagonalverbaenden
US4138960A (en) * 1977-04-22 1979-02-13 Bergstrom Lars R Sailboat construction
DK0406598T3 (da) * 1989-07-07 1994-07-04 Nestle Sa Proteinhydrolyse
NL1006995C2 (nl) * 1997-04-29 1998-11-02 Schijndel & De Hoog V O F Van Werkwijze voor het vormen van een constructie en zo gevormde constructie.
DE19733851A1 (de) * 1997-08-01 1998-04-02 Vincent Dipl Ing Boell Schiffskörper verschiedener Länge und Breite
FI974010A0 (fi) * 1997-10-21 1997-10-21 Kuntoutusyhtymae Rehab Group O Jakt planerad foer hotellbruk
DE29919825U1 (de) * 1999-11-12 2000-01-27 Lethe-Metallbau GmbH, 21129 Hamburg Bauelement zur Erstellung von Wänden, insbesondere von Innenwänden, und/oder Decken, insbesondere auf Schiffen

Also Published As

Publication number Publication date
JP4369753B2 (ja) 2009-11-25
KR20050037414A (ko) 2005-04-21
PT1465802E (pt) 2005-08-31
WO2003033338A1 (de) 2003-04-24
CN100509544C (zh) 2009-07-08
KR100959819B1 (ko) 2010-05-28
DE50203305D1 (de) 2005-07-07
ATE296748T1 (de) 2005-06-15
DK1465802T3 (da) 2005-08-15
CN1582240A (zh) 2005-02-16
JP2005505473A (ja) 2005-02-24
HK1073284A1 (zh) 2005-09-30
EP1465802A1 (de) 2004-10-13
ES2242894T3 (es) 2005-11-16

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