CN100509544C - Ship with composite structure - Google Patents
Ship with composite structure Download PDFInfo
- Publication number
- CN100509544C CN100509544C CNB028204778A CN02820477A CN100509544C CN 100509544 C CN100509544 C CN 100509544C CN B028204778 A CNB028204778 A CN B028204778A CN 02820477 A CN02820477 A CN 02820477A CN 100509544 C CN100509544 C CN 100509544C
- Authority
- CN
- China
- Prior art keywords
- ship
- support
- hull
- truss
- space
- 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 - Fee Related
Links
- 239000002131 composite material Substances 0.000 title claims description 4
- 230000008093 supporting effect Effects 0.000 claims abstract description 30
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 31
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 238000005452 bending Methods 0.000 claims description 8
- 238000010008 shearing Methods 0.000 claims description 7
- 230000002708 enhancing effect Effects 0.000 claims description 6
- 230000000694 effects Effects 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 5
- 238000003466 welding Methods 0.000 claims description 5
- 239000004567 concrete Substances 0.000 claims description 4
- 239000011521 glass Substances 0.000 claims description 4
- 239000002184 metal Substances 0.000 claims description 4
- 238000012546 transfer Methods 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims 2
- 238000013439 planning Methods 0.000 claims 2
- 238000011161 development Methods 0.000 claims 1
- 230000018109 developmental process Effects 0.000 claims 1
- 238000000926 separation method Methods 0.000 claims 1
- 239000007787 solid Substances 0.000 abstract 1
- 230000014509 gene expression Effects 0.000 description 11
- 239000012141 concentrate Substances 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 238000009432 framing Methods 0.000 description 2
- 241000238586 Cirripedia Species 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000007373 indentation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000003672 processing method Methods 0.000 description 1
- 238000010010 raising Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000005096 rolling process 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
Abstract
The invention relates to a ship which has a hull structure consisting of at least one supporting framework (1), a projecting structure (2) and a hydrodynamic underwater hull (113). The supporting framework (1) comprises a solid truss structure (1) with an upper flange (10), a lower flange (11) and web members (12).
Description
Technical field
The present invention relates to a kind of ship, its supporting structure is made of the truss girder in space, and wherein the embedding bar makes a lower flange and a top flange bending resistance, shearing resistance and antitorque linking to each other, wherein the lower flange or by separate or by single-piece under water hull constitute.Total is independently, and it has the auxiliary stand structure in the skeleton structure, and this skeleton structure is made up of support, stayed pole and lattice deck framing, its auxiliary stand structure with load transfer in principal space truss girder.Total basically with skeleton structure in the whole supporting role of truss girder irrelevant, and only be subjected to basically by deadweight, the weight of transportation and the effect of dynamic load.
Background technology
Disclose a kind of relocatable form structure among the DE3618851C2, the floating body on plane wherein is set, it is made up of the supporting member of its cover plate of supporting and wall.Because it does not relate to ship, the supporting structure of Ti Chuing can not be as the truss girder in the space that has top flange and lower flange here.The design that system separates between main supporting structure and the supplementary structure is not here disclosed equally.
Disclose a kind of hull structure in the patent document 443599 in May 3 nineteen twenty-seven, this structure is made of supporting shelling plate, and it has additional cornerwise connection in the zone of wall overboard.Do not mention the conception of such space truss beam at this, wherein do not comprise the embedding bar, make a lower flange and top flange bending resistance, shearing resistance and antitorque mutually combining.
Summary of the invention
From described prior art, two purposes of the present invention are proposed.
It at first is the service life of improving load-carrying capacity, rigidity and a hull structure.Therefore, propose hull and be made of the space truss beam, its top flange and lower flange have a big as far as possible distance, thereby for the flexure stress that is born, have maximum internal lever arm.Because in the zone that concentrates on top flange and lower flange of architecture quality, the mass distribution of hull cross-sectional plane makes to adapt in the best way with in the highest flight flexure stress in freighter and passenger boat.Bear less stress support web region by ship vertically form the framework thin plate or the truss thin plate constitutes.For the cross-sectional plane of tunnel-shaped, these framework thin plates or truss thin plate are positioned at the zone of ship side, and outwards look and can see, perhaps as the structure division to the indentation of ship side back, can't see from the outside.The torsion stiffness of necessity of hull structure guarantees by framework thin plate or the truss thin plate that is provided with transverse to travel direction.Ship storehouse between top flange and lower flange provides the flexible of top for the irrelevant structure with supporting role.
The structure that people form a plurality of bars (depression bar and stayed pole) is called truss structure, and bar links in this wise mutually in the place of node by name, makes to produce irremovable triangle.These bars can interconnect by the hinged and bending resistance of the restriction of structure ground, and in the truss structure of three-dimensional antitorque passage of generation.The bar of the minority of truss structure is divided into the chord member and the inboard embedding bar in the outside.The chord member in the outside constitutes the profile of truss structure, and is divided into top boom and lower boom, and top boom extends at the upside of truss structure, and lower boom extends at the downside of truss structure.Embedded bar extends between top boom and lower boom.Bevelled embedding bar claims that they are diagonal line or diagonal brace, and vertically extending embedding bar claims that they are column or pillar between top flange and lower flange.Flexure stress in truss structure mainly resolves into compression effort and the tractive stress in chord member, has optimized spillage of material like this.The embedding bar is born the web effect of whole cross-sectional plane.
Second purpose of the present invention be, in structure, obviously reduces its weight by adopting lightweight construction, reduces to the expense of the whole running period of dismantling thereby make from making maintenance and running expense.For for example ship that cruises, the greatest flexibility that its structure provided can satisfy requirement of client in the mode of optimum.Like this, under the situation that does not weaken the hull support, the division that changes plane figure is possible.In addition, residence living quality that the chamber provided is not known so far, the ship side glaze on big plane, is positioned at the fwd balcony and can passes through public greenhouse, under disadvantageous external conditions, obtains an exhilarating indoor environment.The whole deck on the top of freeboard, all vertical and horizontal wall and outboards, irrelevant with whole supporting role basically, and can form independently, optimally meet the system architecture of its effect.Within the scope of the invention, main hall, auditorium and the greenhouse for the deck extension of the ship that cruises can be integrated in the space that is limited by supporting structure as required.On waterline, the outer side of a ship can be opened by large tracts of land.The relevant moulding and the selection of material have the freedom of maximum possible.For the structure of ship itself, the processing method of the structure of proposition is, under the situation of large-scale prefabricated template, takes welding or is threaded and interconnects.Because its structure by the further connection that support carries out, makes swing and vibration that marine propeller causes reduce.Therefore the quality of bus attendant and the passenger residence in the cabin will improve basically.The material that is used for the main support structure is a steel.The support element of rod comprises rolling section bar or hollow section bar, and they and lower flange and top flange are by bolted connection or welding.The embedding bar can also pass through three or four chord members compositions, thereby embedding bar self forms a detouchable truss girder.Truss structure between top flange and the lower flange constitutes according to the distribution of power.Except the continual embedding bar between hull and the upper plate under water, can expect tiny truss structure, they are made of the bar of a plurality of mutual vicinities and overlapped setting, thereby the truss thin plate of vertical and horizontal setting self can resolve into shearing resistance and antitorque many chord members truss thin plate.The form of implementation of an other economy is to form a composite shell of being made by steel and cement concrete, is used for hull under water.For example for box ship, the power useful effect concentrates on the truss girder in a space, and the comparatively ideal mode of its single holder part is only to bear perpendicular stress.Current welding technique allows processing up to the thick metal sheet of 60mm, makes the inside of corresponding box-shaped cross-sectional plane, can concentrate on the bar of truss girder greater than the power of 100 meganewtons.Particularly, soldered or as cast node can bear this huge vertical power.The hull under water that constitutes according to principle of hydrodynamics this means that the burden of a part of supporting role alleviates, thereby the thin plate of barnacle can be unloaded hereto, and except the double bottom exception, load is shared in its lower flange as truss girder of the present invention.As the housing structural body of large-scale rigidity, they with the transmission of pressure of water to the chord member of node body or truss framework.Vertical wall of the hull of whole uncertainty relationship and transverse wall can be by light structure divisions, and for example the steel sandwich element by laser welding connects.Within the scope of the invention, the part of the truss girder in space can also be arranged on the load deck, thereby the rigidity of hull structure can improve widely.The space truss beam that has cross-like cross-section, the perhaps triangular truss beam of many chord members extends fore and aft in hull, completely knocked down almost from the shell of bending, and only keel line and outside the side of a ship on the rib place combine with it.The chord member of truss just in time is in this position, and wherein the power of hydraulic pressure generation is transmitted by lateral pressure.Freighter of the present invention can be made easily and apace, and therefore compares more economical generally with traditional terms of settlement.
For this reason, the invention provides a kind of ship with hull structure, the hull under water that this structure has supporting structure, support at least and forms according to principle of hydrodynamics, wherein this supporting structure has the truss girder in a space, it has top flange, lower flange and embedding bar, it is characterized in that this support is configured for the support load transfer in the truss girder in this space, and this support and whole supporting role are irrelevant.
The hull structure has the space truss beam, wherein the hull under water that constitutes according to principle of hydrodynamics constitutes the lower flange and the embedding bar forms truss or the framework thin plate that vertical and horizontal are provided with at least in part, and these thin plates make hull under water and the top flange bending resistance that is made of chord member, framework or truss thin plate or header board, shearing resistance and antitorque the combination.
Description of drawings
Describe the present invention in detail by means of the different embodiment that schematically illustrates in the accompanying drawing.
Fig. 1 is the scheme drawing of box ship of the present invention, and wherein the truss girder in this space forms cross-like cross-section;
Fig. 2 be the signal birds-eye view, presentation graphs 1 according to box ship of the present invention;
Fig. 3 is the cross-sectional figure of a signal, the box ship of the present invention that the direction of the arrow III of presentation graphs 1 is seen;
Fig. 4 is the planar view of signal, the direction of the arrow IV of presentation graphs 7 is seen have deck configuration according to the ship that cruises of the present invention;
Fig. 5 is vertical view of signal, the ship that cruises of presentation graphs 4;
Fig. 6 is the longitudinal sectional drawing of signal, the ship that cruises of Fig. 4 that the direction of the arrow VI of presentation graphs 4 is seen;
Fig. 7 is the drawing in side sectional elevation of signal, the ship that cruises of Fig. 4 that the direction of the arrow VII of presentation graphs 4 is seen;
Fig. 8 is a scheme drawing, and expression is according to box ship of the present invention, and wherein the truss girder in space has one three cornue cross-sectional plane;
Fig. 9 is the birds-eye view of signal, the box ship of presentation graphs 8;
Figure 10 is the drawing in side sectional elevation of signal, the box ship of Fig. 8 that the direction of the arrow X of presentation graphs .8 is seen;
Figure 11 is the planar view of signal, the direction of arrow XI of expression Figure 13 is seen have round deck configuration according to the ship that cruises of the present invention;
Figure 12 be the signal vertical view, Figure 11 that the direction of the arrow XII of presentation graphs .11 is seen according to the ship that cruises of the present invention;
Figure 13 be the signal cross-sectional figure, Figure 11 that the direction of the arrow XIII of presentation graphs .11 is seen according to the ship that cruises of the present invention;
Figure 14 is a transparent view, represents that a stage casing according to hull structure of the present invention by the board has the framework thin plate in the zone;
Figure 15 is a cross-sectional figure, the stage casing of the hull structure of expression Figure 15;
Figure 16 is a transparent view, represents that a stage casing according to hull structure of the present invention by the board has the truss thin plate in the zone;
Figure 17 is cross-sectional figure, the stage casing according to hull structure of the present invention of expression Figure 16;
Figure 18 is a transparent view, represents that a stage casing according to hull structure of the present invention has the truss thin plate at vertical and horizontal;
Figure 19 is cross-sectional figure, the stage casing according to hull structure of the present invention of expression Figure 18;
Figure 20 is a transparent view, and the leading portion according to hull structure of the present invention of expression Figure 16 has one and is connected with the coaxial vertical and horizontal truss that moves of keel line on travel direction and the middle deck of an enhancing;
Figure 21 is cross-sectional figure, the leading portion according to hull structure of the present invention of expression Figure 20.
The specific embodiment
Show different layout in the drawings, be used for cargo ship and passenger steamer according to hull structure of the present invention.
Fig. 1-3 expression is according to box ship of the present invention, and wherein lower flange 11 is made of double-ply hull bottom 111.Hull 113 directly links to each other with top flange 10 by embedding bar 12 on keel line under water, and top flange 10 is made of a rectangle edge of a wing bar 100.One enhancing deck 14 that constitutes by the framework thin plate 140 that keeps flat and the truss thin plate 123 that vertically is provided with and under water hull 113 combine.One movably bridge shape frame 23 as the lifting supporting and with roller bearing on edge of a wing bar 100.The characteristics of this box ship are the big and load-carrying capacity raisings of the rigidity of hull.Have longitudinally with the support 2 of the cargo hold 223 of transverse 211,212 irrelevant with whole supporting role basically.Ship side 210 is made of transverse beam, and reinforces the space truss beam 1 of cross-like cross-section 131.
Fig. 4-7 expression wherein shows whole hull under water 113 according to the ship that cruises of the present invention, and it comprises all longitudinal bulkhead that is not shown specifically, transverse bulkhead and middle deck, the lower flange 11 of the truss girder 1 in space.The top flange 10 of space truss beam 1 is made of a truss thin plate 102 that keeps flat.Embedding bar 12 constitutes an assembly that is made of the perpendicular truss thin plate of putting 123,124 of vertical and horizontal, by these thin plates, makes top flange 10 and lower flange 11 bending resistances, shearing resistance and antitorque mutually combining.The tubular cross-section 130 of this rectangle makes support 2 have the flexible of maximum.The support 2 of ship of cruising has residence chamber 220, and it advances the light face and is increased by the hall of stretching in the side of a ship outer wall 210 221.Glass can be all loaded onto on the top of the freeboard of ship side 210, thereby the major part of outboard wall 210 is made of rustless material.
Fig. 8-10 expression is according to box ship of the present invention, and wherein double bottom 111 constitutes the lower flange 11 of a space truss beam 1.Truss girder 1 has a leg-of-mutton cross-sectional plane, and it is made of the integral tube lateral part 132 that two three chord members (dreigurtigen) supporting structure constitutes.Top flange 10 is made of three edge of a wing bars that extend fore and aft, and above-mentioned bar is connected on the frame plate that keeps flat 101, and lower flange 11 is made of the hull shape body of double bottom 111.The embedding bar 12 of space truss beam 1 is provided with in this wise, promptly will keep cargo hold 223.At green phase lighter embedding bar 12 bending resistances, shearing resistance and antitorque the power that remains on top flange 10 on the certain distance and lower flange 11 being concentrated can be so that sheet metal thickness be little of can instead of steel in all plate stiffening structure groups such as hull structure 210, the vertical wall 211 of support and support transverse wall 212.
Figure 11-13 illustrates the ship that cruises of the present invention, and it has circular deck framing.On the left side and the right side of keel line, two truss thin plates of placing vertically 123 make lower flange 11 be connected with top flange 10, and provide a middle longitudinally corridor for being directed to residence chamber 220.The between deck 14 of a reinforcing is formed by a truss thin plate 141 that keeps flat, and this truss thin plate of vertically arranging 123 is reinforced.The whole hull structure 110 of hull 113 is as the lower flange 11 of truss girder 1 under water.The residence chamber high building of arranging on the top of freeboard has ship side 210, and it is mainly formed by glass, and has the fwd of being positioned at balcony.
Figure 14,15 centre portions of representing according to the ship that cruises of the present invention.Hull 113 combines with top flange 10 by the framework thin plate 121,122 of vertical and horizontal layout under water, and constitutes the truss girder 1 in a space.Top flange 10 is made of floor 103, and whole hull under water 113 comprises that the containment structure 110 of double bottom 111 and the longitudinal bulkhead that is not shown specifically, transverse bulkhead and middle deck can see lower flange 11 as.Upper plate 202 is suspended on entablatrance plate 103 by means of stayed pole 201, and lower plate 202 is by support 200 supportings.
Figure 16,17 illustrates the cruise centre portion of ship of the present invention.Hull 113 is connected with top flange 10 in the zone of wall 212 overboard by embedding bar 12 under water.Embedding bar 12 is made of the box-section trestle 151 of steel, and strengthens at vertical and horizontal by tractive diagonal line 150.At connection 120 places of point of connection, hauling rope 150 is connected to box-section trestle 151 by means of the upper end of cross cord.Can select to make rope to turn around, enter next lattice from a lattice.Most of factitious rope clamp tightly is subjected to different power in the case.By the rope bias voltage that produces by means of hydraulic action, whole hull structure can be made box-section trestle 151 be compressed stress by pretension.In this way, the distortion of hull keeps very little.Residence chamber 220 makes the luminous energy of all cabins and cabin access assurance to be provided with transverse to the discontinuous unit of travel direction mode.Top flange 10 is made of a floor 103, and lower flange 11 comprises whole hull under water 113, and it is made of longitudinal bulkhead, transverse bulkhead and middle deck.Upper plate 202 is suspended on the floor 103 that constitutes upper plate by means of stayed pole 201, and lower plate 202 is bearing on the double bottom of hull 113 under water by support 200.
Figure 18,19 centre portions of representing according to the ship that cruises of the present invention.Hull 113 is connected with top flange 10 by embedding bar 12 under water, and the embedding bar is positioned at ship.Two vertically are being divided into three parts at the truss thin plate 123 that vertically is provided with hull substantially parallelly.Centre portion is arranged at a certain distance horizontal 122 by the truss thin plate of erectting and is strengthened.By the rib that vertical and horizontal are provided with, power is delivered on the lower flange 11 that is formed by hull 113 under water and on the top flange 10 that is made of a common floor 103.Top flange 10 and lower flange 11 all are the connecting panels of being made by steel and cement concrete 104,112.The top of plate 202 is suspended on the connecting panel 104 of top flange 10 by means of stayed pole 201, and the lower part of between deck 202 is bearing on the hull bottom 111 by support 200.
The fwd part of Figure 20, the 21 expressions ship that cruises of the present invention.Hull 113 is connected with top flange 10 by embedding bar 12 under water.The truss thin plate 123 of a setting that vertically is provided with makes under water that hull 113 directly links to each other with upper plate, and its upper plate forms the top flange 10 of space truss beam 1, as floor 103.The one truss thin plate 141 that keeps flat constitutes the between deck 14 of an enhancing on the height of freeboard.Lower flange 11 is made of whole hull under water 113, and it comprises longitudinal bulkhead, transverse bulkhead and middle deck.Support 2 on freeboard is irrelevant with whole supporting role basically, and comprises ship side 210 and seven residence decks, chamber 202 of loading onto glass.
The Reference numeral list
Edge of a wing bar 100
The framework thin plate 101 that keeps flat
The truss thin plate 102 that keeps flat
Connecting plate 104
The shell mechanism 110 of hull under water
Connect backplate 112
Whole hulls under water 113
The connector 120 of tie point
The framework thin plate 121 of vertically erectting
The framework thin plate 122 of laterally erectting
The truss thin plate 123 of vertically erectting
The truss thin plate 124 of laterally erectting
Many chord members cross section 13
Rectangular channel 130
Integrant pipe cross section 132
Strengthen deck 14
The framework thin plate 140 that keeps flat
The truss thin plate 141 that keeps flat
Traction diagonal line 150
Pipe cross section 152
The bearing area 20 of skeleton structure
Supporting plate 202
The vertical wall 211 of support
Support transverse wall 212
Transverse opening 222
Claims (32)
1. ship with hull structure, this structure has a supporting structure (1), a support (2) and a hull under water (113) that forms according to principle of hydrodynamics at least, wherein this supporting structure (1) has the truss girder (1) in a space, it has a top flange (10), a lower flange (11) and embedding bar (12), it is characterized in that, this support (2) is configured to the support load transfer in the truss girder (1) in this space, and this support has nothing to do with whole supporting role.
2. according to the ship of claim 1, it is characterized in that this embedding bar (12) makes top flange (10) and lower flange (11) bending resistance, shearing resistance and antitorque keep certain distance and interconnect.
3. according to the ship of claim 1 or 2, it is characterized in that this support (2) has vertical wall (211), transverse wall (212), the side of a ship (210) and supporting plate (202).
4. according to the ship of claim 1, it is characterized in that this ship has cargo hold (223).
5. according to the ship of claim 1, it is characterized in that the truss girder in this space (1) has chord member cross-sectional plane more than (13).
6. according to the ship of claim 5, it is characterized in that the truss girder in this space (1) has a rectangular cross section (130).
7. according to the ship of claim 5, it is characterized in that the truss girder in this space (1) has a cross-like cross-section (131).
8. according to the ship of one of claim 5 to 7, it is characterized in that the truss girder in this space (1) has the whole channel cross-section (132) that constitutes.
9. according to the ship of claim 1, it is characterized in that the truss girder in this space (1) has the deck (14) of at least one enhancing.
10. according to the ship of claim 9, it is characterized in that the deck of this enhancing (14) have a framework thin plate (140) that keeps flat.
11. the ship according to claim 9 is characterized in that, the deck of this enhancing (14) have a truss thin plate (141) that keeps flat.
12. the ship according to claim 1 is characterized in that, the truss girder in this space (1) cooperates with the hydrodynamic configurations of hull (113) under water by polygon.
13. ship according to claim 1, it is characterized in that the top flange (10) of this space truss beam (1) has truss thin plate (102) that framework thin plate (101), that an edge of a wing bar (100), keeps flat keeps flat, a floor (103), a steel or concrete connecting panel (104).
14. ship according to claim 1, it is characterized in that, the lower flange of this space truss beam (1) have one under water hull (110) containment structure, pair of lamina hull bottom (111), a steel or concrete connection backplate (112) or comprise all the whole hull under water (113) of bulkheads and middle deck in length and breadth.
15. the ship according to claim 1 is characterized in that, this embedding bar (12) forms according to the truss thin plate (123) of framework thin plate (121) that vertically is provided with or vertically setting.
16. the ship according to claim 15 is characterized in that, this embedding bar (12) hull (113) under water is connected with top flange (10) on keel line.
17. the ship according to claim 15 is characterized in that, this embedding bar (12) under water hull (113) on keel line left side and right side or by the board on the plane direct and top flange (10) combine.
18. the ship according to claim 1 is characterized in that, this embedding bar hingedly or counter-bendingly is connected with lower flange (11) with top flange (10) by the attaching parts (120) of point of connection.
19. the ship according to claim 1 is characterized in that, this embedding bar (12) has the supporting member (15) of rod, and it has box-shaped cross-sectional plane (151), circular hollow cross-sectional plane (152) or circular channel cross-sectional plane (152).
20. the ship according to claim 19 is characterized in that, the supporting member of this rod (15) has interior transverse bulkhead, and it has can climb the opening that passes.
21. the ship according to claim 1 is characterized in that, embedding bar (12) has pure stayed pole (150).
22. the ship according to claim 1 is characterized in that, this support (2) has the structure of assistant support in the skeleton structure (20), and it has support (200), support draw bar (201) and supporting plate (202).
23. the ship according to claim 22 is characterized in that, this support (200) is erect and is arranged on the double bottom (111), and (10) hang and support draw bar (201) is in the top flange.
24. the ship according to claim 1 is characterized in that, the element that this support (2) has planar shaped, the element of this planar shaped constitute a part or the vertical wall (211) and the transverse wall (212) of outboard (210).
25. ship according to claim 1, it is characterized in that, its longitudinal axis extends on travel direction, this support (2) comprises a passenger boat space according to residence (220), hall (221), luminous effect opening (222) or similar structures planning, and wherein the element of these space plannings gets through hull transverse to the longitudinal axis.
26. the ship according to claim 1 is characterized in that, support (2) has a plurality of residential developments or dwelling house high building, and each side of high building is seen light, and respectively has the in-to-in designating system of a separation, has step or elevator.
27. the ship according to claim 1 is characterized in that, comprises ship side (210), glass is all loaded onto as cradle wall (21) in the top of freeboard, or is separated by the composite wall-protecting plate, and this plate is by light rustless material manufacture.
28. the ship according to claim 1 is characterized in that, this gear has supporting plate (202), and it comprises the light steel truss structure beam with trapezoidal sheet metal, and on the floor and hang and form installing space between the deck.
29. the ship according to claim 1 is characterized in that, this gear has cradle wall (211,212), and this cradle wall (211,212) has light metal upright post wall, has a both sides shell by the plasterboard manufacturing.
30. the ship according to claim 1 is characterized in that, this gear has ship side (210), the vertical wall of support (211) and support transverse wall (212), and they have the steel sandwich element of laser welding or light composite panel.
31. the ship according to claim 1 is characterized in that, this under water hull (113) have longitudinal bulkhead or transverse bulkhead, they are used as the tensile stress thin plate in the truss lattice that is formed by embedding bar (12).
32. the ship according to claim 1 is characterized in that, the movably bridge shape frame (23) that this support (2) has is that be provided with on this top flange, be used for cargo hold.
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE2001151085 DE10151085C1 (en) | 2001-10-16 | 2001-10-16 | Ship or submarine, for passengers or cargo, has carrier frame with modular skeletal structure providing all support functions for eliminating loading of water-tight outer cladding |
| DE10151085.3 | 2001-10-16 | ||
| DE2002139926 DE10239926A1 (en) | 2002-08-30 | 2002-08-30 | Sea-going cruise or container ship has box frame steel hull and steel sandwich superstructure |
| DE10239926.3 | 2002-08-30 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1582240A CN1582240A (en) | 2005-02-16 |
| CN100509544C true CN100509544C (en) | 2009-07-08 |
Family
ID=26010391
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB028204778A Expired - Fee Related CN100509544C (en) | 2001-10-16 | 2002-10-16 | Ship with composite structure |
Country Status (11)
| Country | Link |
|---|---|
| EP (1) | EP1465802B1 (en) |
| JP (1) | JP4369753B2 (en) |
| KR (1) | KR100959819B1 (en) |
| CN (1) | CN100509544C (en) |
| AT (1) | ATE296748T1 (en) |
| DE (1) | DE50203305D1 (en) |
| DK (1) | DK1465802T3 (en) |
| ES (1) | ES2242894T3 (en) |
| HK (1) | HK1073284A1 (en) |
| PT (1) | PT1465802E (en) |
| WO (1) | WO2003033338A1 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102745307B (en) * | 2012-06-29 | 2015-02-18 | 深圳市海斯比船艇科技股份有限公司 | Manufacturing method of ship |
| CN107554686A (en) * | 2017-05-04 | 2018-01-09 | 江苏省船舶设计研究所有限公司 | A kind of ship heat insulating and corrosion arbor hull based on nano coating |
| CN110162881B (en) * | 2019-05-22 | 2023-05-16 | 中国船舶工业集团公司第七0八研究所 | Method for determining ultimate bearing capacity of midship structure under bending, shearing and twisting combination |
| CN114919710A (en) * | 2022-06-09 | 2022-08-19 | 中国舰船研究设计中心 | Net frame type box floating raft structure and design method thereof |
| KR102587609B1 (en) | 2022-08-02 | 2023-10-12 | 주식회사 크레파머티리얼즈 | Resist composition for lift-off process |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE443599C (en) * | 1925-06-23 | 1927-05-03 | Gustav Wrobbel Dr Ing | Construction system for iron ships with diagonal bracing |
| US4138960A (en) * | 1977-04-22 | 1979-02-13 | Bergstrom Lars R | Sailboat construction |
| DE19733851A1 (en) * | 1997-08-01 | 1998-04-02 | Vincent Dipl Ing Boell | Base module for construction of ships' hulls of different length and beam |
| EP0875447A1 (en) * | 1997-04-29 | 1998-11-04 | Van Schijndel & De Hoog v.o.f. | Method of forming a structure and structure thus formed |
| EP1099621A1 (en) * | 1999-11-12 | 2001-05-16 | Lethe Metallbau GmbH | Construction element for building walls, in particular interior walls and/or ceilings, in particular on ships |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0406598B1 (en) * | 1989-07-07 | 1994-03-23 | Societe Des Produits Nestle S.A. | Protein hydrolysis |
| FI974010A0 (en) * | 1997-10-21 | 1997-10-21 | Kuntoutusyhtymae Rehab Group O | Jakt planerad Foer hotellbruk |
-
2002
- 2002-10-16 CN CNB028204778A patent/CN100509544C/en not_active Expired - Fee Related
- 2002-10-16 DE DE50203305T patent/DE50203305D1/en not_active Expired - Lifetime
- 2002-10-16 ES ES02790292T patent/ES2242894T3/en not_active Expired - Lifetime
- 2002-10-16 DK DK02790292T patent/DK1465802T3/en active
- 2002-10-16 JP JP2003536095A patent/JP4369753B2/en not_active Expired - Fee Related
- 2002-10-16 AT AT02790292T patent/ATE296748T1/en not_active IP Right Cessation
- 2002-10-16 PT PT02790292T patent/PT1465802E/en unknown
- 2002-10-16 WO PCT/EP2002/011592 patent/WO2003033338A1/en active IP Right Grant
- 2002-10-16 KR KR1020047005662A patent/KR100959819B1/en not_active IP Right Cessation
- 2002-10-16 EP EP02790292A patent/EP1465802B1/en not_active Expired - Lifetime
-
2005
- 2005-07-12 HK HK05105942.3A patent/HK1073284A1/en not_active IP Right Cessation
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE443599C (en) * | 1925-06-23 | 1927-05-03 | Gustav Wrobbel Dr Ing | Construction system for iron ships with diagonal bracing |
| US4138960A (en) * | 1977-04-22 | 1979-02-13 | Bergstrom Lars R | Sailboat construction |
| EP0875447A1 (en) * | 1997-04-29 | 1998-11-04 | Van Schijndel & De Hoog v.o.f. | Method of forming a structure and structure thus formed |
| DE19733851A1 (en) * | 1997-08-01 | 1998-04-02 | Vincent Dipl Ing Boell | Base module for construction of ships' hulls of different length and beam |
| EP1099621A1 (en) * | 1999-11-12 | 2001-05-16 | Lethe Metallbau GmbH | Construction element for building walls, in particular interior walls and/or ceilings, in particular on ships |
Also Published As
| Publication number | Publication date |
|---|---|
| HK1073284A1 (en) | 2005-09-30 |
| PT1465802E (en) | 2005-08-31 |
| WO2003033338A1 (en) | 2003-04-24 |
| KR100959819B1 (en) | 2010-05-28 |
| ATE296748T1 (en) | 2005-06-15 |
| ES2242894T3 (en) | 2005-11-16 |
| EP1465802A1 (en) | 2004-10-13 |
| DE50203305D1 (en) | 2005-07-07 |
| JP2005505473A (en) | 2005-02-24 |
| DK1465802T3 (en) | 2005-08-15 |
| CN1582240A (en) | 2005-02-16 |
| EP1465802B1 (en) | 2005-06-01 |
| JP4369753B2 (en) | 2009-11-25 |
| KR20050037414A (en) | 2005-04-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP2579927B2 (en) | Passenger liner | |
| JP2555320B2 (en) | Catamaran | |
| CN112550605A (en) | Horizontal bulkhead supporting structure of container ship | |
| CN100509544C (en) | Ship with composite structure | |
| CN111661263B (en) | Carry on floating platform of container functional unit fast | |
| US4714041A (en) | Structure of surface effect ship with side walls | |
| US8939101B2 (en) | Passenger ship of which the superstructure is equipped with at least one arch | |
| CN111791983A (en) | Hull broadside structure of semi-submersible multifunctional transport assembly and disassembly ship | |
| JP2005505473A5 (en) | ||
| JP3295427B2 (en) | Superstructure of a double-hulled ship | |
| WO2016147103A2 (en) | Modular floating platform | |
| CN105947108A (en) | Portal frame used for shelving and transporting super-large ship body cabin | |
| US4138960A (en) | Sailboat construction | |
| DE10151085C1 (en) | Ship or submarine, for passengers or cargo, has carrier frame with modular skeletal structure providing all support functions for eliminating loading of water-tight outer cladding | |
| CN212386643U (en) | Hull broadside structure of semi-submersible multifunctional transport assembly and disassembly ship | |
| US4069634A (en) | Ground effect vehicle structure | |
| CN114802642B (en) | Construction method of container ship torsion box section and container ship | |
| CN217022797U (en) | Cast steel and steel plate mixed high-strength stem structure of container ship | |
| CN219948483U (en) | Transverse bulkhead structure of container ship with lightweight platform | |
| EP0648669A1 (en) | Hull structure of nonmetallic material | |
| CN117227919A (en) | High-navigational speed semi-submersible platform suitable for high sea conditions | |
| CN117401102A (en) | Watertight transverse bulkhead structure of container ship and container ship comprising same | |
| Bogdaniuk et al. | Concept of barge hull structure made of extruded aluminium panels | |
| CN115416801A (en) | Upper building deck structure without strong frame | |
| CN113928483A (en) | Lightweight lashing bridge structure of container ship |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: SABINE GRIMM Free format text: FORMER OWNER: MATTHEW AND SCHOTT ENGEER CO.,LTD. Owner name: OLIVER MARTEL S. EVANSIKUSI HUWART SHEN FRIEDRICH Free format text: FORMER OWNER: FRIEDRICH KEGELIMU Effective date: 20050819 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20050819 Address after: Stuttgart, Germany Applicant after: Grim Sabine Co-applicant after: Martell Oliver Co-applicant after: Schott Tim Co-applicant after: Grimm Friedrich Address before: Stuttgart, Germany Applicant before: Matthaei & Schotte Ingenieur G. Co-applicant before: Grimm Friedrich |
|
| REG | Reference to a national code |
Ref country code: HK Ref legal event code: DE Ref document number: 1073284 Country of ref document: HK |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| REG | Reference to a national code |
Ref country code: HK Ref legal event code: GR Ref document number: 1073284 Country of ref document: HK |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090708 Termination date: 20161016 |