EP1465802B1 - Schiff in kompositbauweise - Google Patents
Schiff in kompositbauweise Download PDFInfo
- 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
Links
- 239000002131 composite material Substances 0.000 title claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 239000000463 material Substances 0.000 claims description 5
- 210000002837 heart atrium Anatomy 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims 19
- 239000012528 membrane Substances 0.000 claims 1
- 239000002184 metal Substances 0.000 claims 1
- 238000007493 shaping process Methods 0.000 claims 1
- 239000007787 solid Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 26
- 239000000945 filler Substances 0.000 description 11
- 238000005452 bending Methods 0.000 description 7
- 238000013461 design Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 238000011144 upstream manufacturing Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 230000003466 anti-cipated effect Effects 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000007639 printing Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000009897 systematic effect Effects 0.000 description 1
- 238000012549 training Methods 0.000 description 1
Images
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
- 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
- B63B29/00—Accommodation for crew or passengers not otherwise provided for
- B63B29/02—Cabins or other living spaces; Construction or arrangement thereof
-
- 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
- B63B3/48—Decks
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B5/00—Hulls characterised by their construction of non-metallic material
- B63B5/02—Hulls characterised by their construction of non-metallic material made predominantly of wood
- B63B5/04—Carcasses
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B5/00—Hulls characterised by their construction of non-metallic material
- B63B5/14—Hulls characterised by their construction of non-metallic material made predominantly of concrete, e.g. reinforced
-
- 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 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
Landscapes
- 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)
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)
Families Citing this family (5)
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)
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 |
-
2002
- 2002-10-16 PT PT02790292T patent/PT1465802E/pt unknown
- 2002-10-16 AT AT02790292T patent/ATE296748T1/de not_active IP Right Cessation
- 2002-10-16 CN CNB028204778A patent/CN100509544C/zh not_active Expired - Fee Related
- 2002-10-16 ES ES02790292T patent/ES2242894T3/es not_active Expired - Lifetime
- 2002-10-16 DE DE50203305T patent/DE50203305D1/de not_active Expired - Lifetime
- 2002-10-16 KR KR1020047005662A patent/KR100959819B1/ko not_active Expired - Fee Related
- 2002-10-16 WO PCT/EP2002/011592 patent/WO2003033338A1/de active IP Right Grant
- 2002-10-16 EP EP02790292A patent/EP1465802B1/de not_active Expired - Lifetime
- 2002-10-16 JP JP2003536095A patent/JP4369753B2/ja not_active Expired - Fee Related
- 2002-10-16 DK DK02790292T patent/DK1465802T3/da active
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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