CN101195407A - Boatbuilding system - Google Patents
Boatbuilding system Download PDFInfo
- Publication number
- CN101195407A CN101195407A CNA2007101616504A CN200710161650A CN101195407A CN 101195407 A CN101195407 A CN 101195407A CN A2007101616504 A CNA2007101616504 A CN A2007101616504A CN 200710161650 A CN200710161650 A CN 200710161650A CN 101195407 A CN101195407 A CN 101195407A
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- Prior art keywords
- dock
- ships
- boats
- follow
- door
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B73/00—Building or assembling vessels or marine structures, e.g. hulls or offshore platforms
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B73/00—Building or assembling vessels or marine structures, e.g. hulls or offshore platforms
- B63B73/30—Moving or transporting modules or hull blocks to assembly sites, e.g. by rolling, lifting or floating
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B81/00—Repairing or maintaining vessels
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63C—LAUNCHING, HAULING-OUT, OR DRY-DOCKING OF VESSELS; LIFE-SAVING IN WATER; EQUIPMENT FOR DWELLING OR WORKING UNDER WATER; MEANS FOR SALVAGING OR SEARCHING FOR UNDERWATER OBJECTS
- B63C1/00—Dry-docking of vessels or flying-boats
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63C—LAUNCHING, HAULING-OUT, OR DRY-DOCKING OF VESSELS; LIFE-SAVING IN WATER; EQUIPMENT FOR DWELLING OR WORKING UNDER WATER; MEANS FOR SALVAGING OR SEARCHING FOR UNDERWATER OBJECTS
- B63C3/00—Launching or hauling-out by landborne slipways; Slipways
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02C—SHIP-LIFTING DEVICES OR MECHANISMS
- E02C1/00—Locks or dry-docks; Shaft locks, i.e. locks of which one front side is formed by a solid wall with an opening in the lower part through which the ships pass
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02C—SHIP-LIFTING DEVICES OR MECHANISMS
- E02C1/00—Locks or dry-docks; Shaft locks, i.e. locks of which one front side is formed by a solid wall with an opening in the lower part through which the ships pass
- E02C1/06—Devices for filling or emptying locks
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02T—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO TRANSPORTATION
- Y02T70/00—Maritime or waterways transport
- Y02T70/10—Measures concerning design or construction of watercraft hulls
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- Engineering & Computer Science (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Transportation (AREA)
- Barrages (AREA)
- Underground Or Underwater Handling Of Building Materials (AREA)
Abstract
A ship building system (10) or method includes a boatyard with preset depth. The boatyard (14) can sustain a certain water level with the external circumstance wall (12) and is provided with a in/out openable door (20) which can communicated with the coastal sea area (S). The water level in the dock basin (14) is adjusted to same at the coastal sea area (S) by injecting seawater to the boatyard (14) or discharging seawater from the boatyard (14) thereby allowing the movement of the watercraft (H). The lower subsequent boatyard (14-1 to 14-5) connected to the boatyard (14) is arranged and the constructing space is formed by controlling the water level in the subsequent boatyard (14-1 to 14-5).
Description
Technical field
The present invention relates to a kind of Boatbuilding system, promptly build the newly-built of new boats and ships especially for ship building, and the Boatbuilding system repaired of the processing that is used for that existing ship is repaired and safeguarded.In addition, the invention still further relates to a kind of Boatbuilding system and method, wherein seawater is injected/be fed to dock (dock) or discharge seawater from dock by water filling/freeing arrangement, water level in the control dock, the switch of control dock gate, thereby boats and ships can be moved on to from seawater in the dock of land, and move on to another dock from a dock, perhaps move on to marine from the land dock.
Background technology
Usually array structure is built boats and ships under utilizing: (1) dry dock; (2) floating drydock of steel; Perhaps the method for (3) so-called synchronization lifting marine railway system (syncrolift system) utilizes hoisting device that the work-yard that boats and ships move on to the land is carried out work and dropped to marine from the work-yard in the method.
There is following point in these conventional systems:
Dry dock in the above-mentioned clauses and subclauses (1) needs a large amount of civil engineerings of excavating the soil owing to build dry dock, so need a large amount of laid down cost.In addition, to the disposal of a large amount of sandy soil of excavating under construction, also a problem for environmental protection.
Floating drydock in the clauses and subclauses (2) is mainly used in repairing.Yet because their characteristic, the floating drydock has the limited shortcoming of dimension of ship that can enter into dock inevitably.
Although the synchronization lifting marine railway system in the above-mentioned clauses and subclauses (3) is suitable for building many boats and ships, they not only need a plurality of large-scale hoisting device, but also are subjected to the restriction of load-carrying ability.Therefore, the manageable dimension of ship of synchronization lifting marine railway system is restricted too.
In addition, a kind of like this prior art is arranged, wherein the floating drydock is surrounded by the encirclement wall that stands in the seabed, be arranged on the sluice that surrounds in the wall by opening, boats and ships are incorporated into utilize ballace (ballast) to drop in the undersurface floating drydock, by discharging ballast water dock is floated, boats and ships are docked on the platform that berths (seating table) that surrounds in the wall.This technology is by the water level in water filling/freeing arrangement controlling packet leg, thereby boats and ships can accurately be moored on the platform that berths at floating drydock, and with tidal level irrelevant (Japanese Unexamined Patent Publication No 11-105785).Yet this technology relates to single dock, construction need be as other dock the excavation of pre-determined size.And this technology can only be used for dock.
In these conventional systems, the construction of facility needs higher cost as mentioned above.In addition, handling a large amount of sandy soil of excavating when building dock is relatively severeer problems.Other conventional system also exists the dimension of ship as system handles problem such as to be restricted.
Summary of the invention
The present invention is used to address the above problem, and a kind of system is provided, this system builds boats and ships by utilizing near the appropriate position in coastal marine site, can also build a plurality of boats and ships simultaneously in case of necessity, and compared with prior art to not too much restriction of size, and cost is lower.
A kind of according to the present invention the Boatbuilding system of claim 1, comprise: dock, it is surrounded by the periphery wall by ground supports, have the interconnecting part that is communicated with coastal marine site to small part, and have the degree of depth that enters dock and leave when allowing boats and ships on swimming in coastal marine site water level from dock.Interconnecting part is provided with into/goes out can open door, advances/goes out to open Men Zaijin/go out and can open the boats and ships that allow to swim in the seawater when door is opened and pass through, and advancing/going out to open and keeping when door is closed than the coastal marine site water level seawater of high water level more.This system also comprises water filling/freeing arrangement, this water filling/freeing arrangement advancing/going out to open door when closing to the dock water filling with from the dock draining.Dock also is provided with follow-up dock, and dock followed by follow-up dock and the part by the opened Men Eryu periphery wall that is used to move connects, and this can be opened a permission boats and ships and pass through.Follow-up dock has the degree of depth littler than the degree of depth of dock, and has the bottom of placing boats and ships thereon.This system is also to comprise second water filling/freeing arrangement, when the door opened that is used to move is closed, to follow-up dock water filling or from its draining so that follow-up dock keep with dock in identical water level.This Boatbuilding system has such structure, when wherein the water level in dock is identical with water level in the coastal marine site, allow the boats and ships of want of repair and maintenance to enter in the dock by the door of opening 20 that advances/go out to open, after the water level in regulating follow-up dock boats and ships are moved to the follow-up dock of dock bonded assembly in.After the water in discharging follow-up dock, fixing boats and ships and it is built the i.e. repair and maintenance of necessity.
Under the situation of building new ship, usually in the follow-up dock that water has been discharged, finish construction, can open door by opening and closing then and follow-up dock and dock are adjusted to the water level that has much at one with advancing/go out to open door and operating relevant water filling/freeing arrangement.Then, newly-built boats and ships are moved in the dock by opening door.Next, when the water level in the dock is maintained the water level identical with coastal marine site, will advance/go out to open door and open, newly-built boats and ships start to leave dock in coastal marine site.
And, the present invention according to claim 2 has such structure, and wherein contiguous dock is provided with platform shape dock, and platform shape dock has the degree of depth littler than the degree of depth of dock, and allowing to utilize the floating boats and ships of water level of dock to move, boats and ships can place the bottom of platform shape dock.Build boats and ships by using platform shape dock as required.Because platform shape dock has the degree of depth less than dock, platform shape dock does not need special excavation, only builds and gets final product by periphery wall is set on existing ground.So, can build platform shape dock at an easy rate.
In addition, have such structure according to the present invention of claim 3, wherein movable passageway is set between dock and the follow-up dock, and movable passageway allows floating boats and ships to move between dock by the door that is used to move.The present invention makes boats and ships more easily move to follow-up dock.
In addition, the present invention according to claim 4 also comprises one or more follow-up docks identical with its follow-up dock structure that have.The present invention selectively moves in the follow-up dock of expection boats and ships.
In addition, the present invention as claimed in claim 5 has such structure, wherein opens and closes into/goes out by control associated with each other and can open Men Hemen, moves to the expection dock to allow boats and ships.The present invention can make boats and ships move to the follow-up dock of expection effectively.
In addition, the present invention as claimed in claim 6 is the shipbuilding method that utilizes dock, wherein dock is surrounded by the periphery wall by ground supports, has the interconnecting part that is communicated with coastal marine site to small part, and have and allow boats and ships to enter and go out from dock, swim in the degree of depth in the water level of coastal marine site simultaneously.Interconnecting part is provided with into/goes out can open door, and this advances/go out to open Men Zaijin/go out can open the boats and ships that allow to swim in the seawater when door is opened and pass through, and is advancing/going out to open and keeping when door is closed than the coastal marine site water level seawater of high water level more.This system also comprises water filling/freeing arrangement, is advancing/going out to open door water filling and draining from dock in dock when closing.Dock also is provided with follow-up dock, and follow-up dock is followed dock and is connected with the part of periphery wall by opening door, can open a permission boats and ships and pass through.Follow-up dock has the degree of depth littler than the degree of depth of dock, and has the bottom of placing boats and ships on it.This system is also comprising second water filling/freeing arrangement, its in the time can opening door and close, water filling or in follow-up dock from wherein draining so that follow-up dock keep with dock in identical water level, and allow boats and ships to move to follow-up dock.Water level in dock is configured to allow the boats and ships of want of repair and maintenance to enter in the dock by the door of opening 20 that advances/go out to open when identical with water level in the coastal marine site.Afterwards, regulate with the follow-up dock of dock bonded assembly in water level, and boats and ships are moved in the follow-up dock.After the water in discharging follow-up dock, boats and ships are fixed and built, be i.e. Bi Yao repair and maintenance.
In addition, the present invention according to claim 7 is a kind of shipbuilding method, wherein except dock in claim 6 method of construction and follow-up dock, between dock and follow-up dock movable passageway is set, movable passageway also allows floating boats and ships to move so that boats and ships are moved to the follow-up dock of expection between dock by the door opened that is used for moving.When the water level formation in dock is identical with the water level in the coastal marine site, allow the boats and ships of want of repair and maintenance to enter into dock by advancing/go out to open door.Then, boats and ships enter into and have the movable passageway that is adjusted to the identical water level of dock.These boats and ships move to and link to each other with movable passageway and have in the follow-up dock of expection of adjusted water level by opening door.After the water in discharging follow-up dock, boats and ships are fixed and built, be i.e. Bi Yao repair and maintenance.Afterwards, allow boats and ships to leave dock with reverse order.
According to the present invention, except that the dock of inlet the dock can be arranged on ground level plane much at one on, different with the dry dock of routine, only need to excavate soil seldom, and by keeping predetermined water level by the periphery wall of ground supports.In addition, although system of the present invention and above-mentioned synchronization lifting marine railway system similarity, all can on ground level, install and build, yet system of the present invention since its unlike synchronization lifting marine railway system on the track between lifting platform and the ground mobile boats and ships, thereby have simpler structure.In addition, by control the door opened that opens and closes dock associated with each otherly, thereby boats and ships to be built can be freely move between coastal marine site and dock reposefully, and wherein the opened Men Buhui of dock limits dimension of ship largely and is connected to each other economically.
Description of drawings
As the involved and accompanying drawing of a book part as an illustration, show embodiments of the present invention, and the general introduction that above provides and the specific embodiment that hereinafter provides, and be used for illustrating principle of the present invention.
Fig. 1 is the transparent view of embodiments of the present invention;
Fig. 2 is the birds-eye view that embodiments of the present invention get major part;
Fig. 3 is the cutaway view along this embodiment of the intercepting of the A-A line among Fig. 2;
Fig. 4 is the cutaway view along this embodiment of the intercepting of the B-B line among Fig. 2;
Fig. 5 is the cutaway view along this embodiment of the intercepting of the C-C line among Fig. 2;
Fig. 6 A is the schematic top plan view of embodiment of the present invention;
Fig. 6 B is the generalized section of embodiment of the present invention;
Fig. 7 is the birds-eye view that another embodiment of the present invention is shown;
Fig. 8 is the cutaway view along the intercepting of the D-D line among Fig. 7;
Fig. 9 is the cutaway view along the intercepting of the E-E line among Fig. 7;
Figure 10 is the schematic top plan view of this another embodiment of the present invention;
Figure 11 is the generalized section of this another embodiment of the present invention.
The specific embodiment
Embodiments of the present invention are described with reference to the drawings.
Fig. 1 to Fig. 6 B shows embodiments of the present invention.Fig. 1 is a transparent view, shows the whole Boatbuilding system by Reference numeral 10 expressions.Boatbuilding system 10 preferably places between coastal marine site S and the land L near the borderline coastline CL.Particularly, shown in the cutaway view of the birds-eye view of Fig. 2 and Fig. 3 to 5, building system 10 is configured to towards coastal marine site S, and to be stood in the land be that the periphery wall 12 that land L along the coastline CL extends surrounds.Term " coastal marine site S " refers to and the coastal water body of ocean bonded assembly, comprises lake water and river but be restricted to.So term hereinafter " seawater " can refer to fresh water.
More specifically, in Fig. 1 and Fig. 2, Reference numeral 14 is meant the rectangle dock that comprises interconnecting part 16.Interconnecting part 16 is roughly on the border between coastal marine site S and the land L, and the part of interconnecting part 16 is towards coastal marine site S, and can be communicated with coastal marine site S.Rectangle dock 14 is surrounded so that seawater wherein remains on predetermined water level by periphery wall 12.Determine the height of periphery wall 12 according to the necessary water level that moves that will build or repair boats and ships.Although according to the type and the size of boats and ships, required water level is different, adopt about 7 meters draft can handle all types boats and ships usually.So, consider hereinafter described tile height (2 meters), be 9 to 10 meters from ground-surface enough height of periphery wall 12 afterwards.
Interconnecting part 16 be provided with allow boats and ships turnover dock advance/go out to open door 20.Can open door 20 and have and periphery wall 12 height much at one, the bottom of door 20 is pivotally supported, as shown in Figure 5.Door 20 have enough sizes so that by the pivoted door so that door is outwards opened to the right angle, need the boats and ships H that builds or repair, can pass in and out from the dock between dock and the coastal marine site.Therefore, the boats and ships that swim in the seawater can pass door 20.In addition, the water level of the open and close of control gate 20 to keep being scheduled to, promptly enough support and floating follow-up dock in the sea level fluctuations of boats and ships.
In addition, shown in the cutaway view of Fig. 5, dock 14F as with the inlet dock of coastal marine site side direct contact, on the whole length of its rectangle to coastal marine site tap/dip deep into, thereby boats and ships H can easily advance (going out) dock from coastal marine site by door 20.Particularly, dock 14F is communicated with coastal marine site, and excavates about 7 to 8 meters downwards along whole zone.Thereby dock 14F has 16 to 18 meters the degree of depth together with periphery wall, thereby boats and ships can easily go out docking from coastal marine site by opening door 20.
On the other hand, the degree of depth of follow-up dock 14R is arranged to more much smaller than the degree of depth of dock 14F.More specifically, the degree of depth of follow-up dock 14R do not need substantially to be configured to the degree of depth of excavated earth.In other words, the bottom of formation and ground same horizontal plane.Particularly, as above-mentioned, the periphery wall 12 of rear side is formed to have the height about 9 to 10 meters apart from ground, and the bottom of dock 14R has and the ground level degree of depth much at one.
In addition, be clearly shown that in the cutaway view as the birds-eye view of Fig. 2 and Fig. 4 that a plurality of 17 vertically are spaced apart and arranged on the bottom surface of follow-up dock 14R as railroad tie along it.Piece 17 is arranged such that the boats and ships H that swims in the seawater enters dock and reduces back (as described below) by discharging water among the follow-up dock 14R, and the bottom of boats and ships H is placed on the piece 17 and is thereby fixed thereon.By bloom optionally is stacked on the concret block, and piles up polytype wooden unit subsequently thereon and all pieces are merged and form piece 17.Even piece 17 can be not floating yet when water is injected in the dock.In addition, after the water in discharging dock, piece 17 firmly supports boats and ships H by the bottom of the boats and ships H that maintenance reduces.In addition, water filling/freeing arrangement 18 (device 18 with dock 14R is called second water filling/freeing arrangement hereinafter) is connected with 14R with each dock 14F.Particularly, shown in the scheme drawing of Fig. 6 A, water filling/freeing arrangement 18, water filling/dewatering pump 22, valve 24 and sluicing valve 25 are connected with the water filling/discharge port 26 of 14R bottom with dock 14F.Pump 22 is communicated with coastal marine site via filter (strainer) 27 and valve 28 by sea chest 29.In addition, the sluicing valve 25 of coastal marine site S side is communicated with coastal marine site S in subhorizontal part, although the position of not shown sluicing valve 25 in the coastal marine site of dock 14F interconnecting part 16.
Then, as clearly visible, has a side that is formed on dock 14F with the follow-up dock 14S of rectangle of the follow-up dock 14R degree of depth much at one from Fig. 1 and Fig. 2.The side of follow-up dock 14F is connected with dock 14F on its whole length, and the periphery of dock 14F is by surrounding with the periphery wall 12 similar periphery walls 12 that center on follow-up dock 14R.Although not shown, be disposed in the bottom of dock 14S with the similar piece of piece set among the dock 14R.If necessary, can with the border of dock 14F on the low upstanding wall 12A that has with piece equal height (2 meters) is set.When upstanding wall 12A was configured to prevent to have seawater with the identical water level in coastal marine site in dock 14F, seawater unnecessarily flowed among the dock 14S.Dock 14S is configured to so that swim among the dock 14F with the identical water level of coastal marine site S and can open under the situation of door 20 closures at boats and ships H, by water filling/freeing arrangement 18, water level among the dock 14F keeps equating with the water level of coastal marine site S or is higher, and guarantees the enough water levels in the dock 14S zone.
In addition, be provided with the sluicing valve (not shown) in the bottom of dock 14S.Sluicing valve is discharged by upstanding wall 12A and is remained on seawater among the dock S, with the sluicing valve interlocking of dock 14F.And, although dock 14S is illustrated on the position at Fig. 1 and Fig. 2, yet also it can be arranged on two or more positions.
Although in the above-described embodiment dock 14S be configured to adjacent with the side of dock 14F, yet dock 14S also can replace follow-up dock 14R and be configured to adjacent with vertical rear side of dock 14F.
Hereinafter explanation has the operation of the building system 10 of said structure.In this explanation, in the construction of boats and ships H, an embodiment who repairs boats and ships H has been described.
At first, boats and ships H to be repaired is placed near the building system 10 among the coastal marine site S.In addition, utilize water filling/freeing arrangement 18 that seawater is injected into by advancing/go out among the 20 dock 14F that close, with the water level among the rising dock 14F so that its water level with coastal marine site S is identical.Under this state, open into/go out 20, boats and ships H moves among the dock 14F.After boats and ships H enters dock 14F, close the door 20 of inlet dock 14F, opening under the state that a 20-R opens (or closing) of follow-up dock 14R, water filling/freeing arrangement 18 is injected into water among the follow-up dock 14R.By such water filling, the water level among the dock 14R is elevated to the necessary water level that makes boats and ships H enter into dock 14R.Then, the boats and ships H among the dock 14F can be moved among the follow-up dock 14R by door 20-R (perhaps after opening a 20-R) under the state in swimming in seawater.
Afterwards, close a 20-R, and drive second water filling/freeing arrangement 18 to discharge the seawater among the follow-up dock 14R.Thereby boats and ships H descends along with the decline of water level, and the bottom of boats and ships H stably places on the piece 17.
In the case, in follow-up dock 14R, boats and ships H is carried out predetermined troubleshooting procedure.After the step that completes repairs, water is injected into dock 14R, reaching and employed identical water level when boats and ships H enters dock 14R, so boats and ships H is floating.In addition, the water level of dock 14F also is elevated to identical water level, and door 20 keeps closing simultaneously.In the case, open a 20-R, thereby dock 14F is communicated with each other on identical water level with 14R.Therefore, the boats and ships H among the follow-up dock 14R can be moved among the dock 14F by door 20-R.
Afterwards, discharge water among the dock 14F, under the water level of dock 14F and coastal marine site S water level situation much at one, open 20 by water filling/freeing arrangement 18.Thereby dock 14F is communicated with coastal marine site S at identical water level, thereby the boats and ships H that allows to have repaired leaves dock 14F and enters coastal marine site S.In addition, utilize the sluicing valve 25 of the coastal marine site interconnecting part 16 below the water surface site that is placed in coastal marine site S, utilize gravity to carry out drain operation, therefore the oil that swims in seawater surface from boats and ships can not be discharged into coastal marine site.This structure can make the ocean avoid polluting.
In addition, when new ship H, in follow-up dock 14R, do not have under the state of seawater, be fed on the piece 17 building required component materials, and carry out installation step, and make boats and ships H.Then, the door 20-R by opening and closing follow-up dock 14R and inlet dock 14F and 20 and utilize water filling/freeing arrangement 18 carries out the regulation of level operation as mentioned above.Thus, allow boats and ships H to enter into dock 14F by door 20-R, and enter into coastal marine site from dock 14F swimmingly by the door opened 20 that advances/go out from follow-up dock 14R.In addition, when the dock 14S in utilizing illustrated embodiment builds, be arranged at boats and ships H under the state of dock 14F, utilize water filling/freeing arrangement 18 water level among the dock 14F to be elevated to the water level that is equal to or higher than coastal marine site.Afterwards, continue to inject seawater, thereby guarantee water level enough among the dock 14S.Under this state, the boats and ships H that swims among the dock 14F can be moved among the dock 14S.On the contrary, when boats and ships H was arranged in dock 14S, boats and ships H can be moved among the dock 14F.
Therefore, according to dock 14S, the special door opened is set need not be in dock 14R, thereby need not operates and to open door with said structure.In addition, by utilizing water filling/freeing arrangement 18 water level among the dock 14F is elevated to the bottom that is higher than dock 14S, the water level of dock 14F can maintain an equal level with the water level among the dock 14S.Therefore, only boats and ships H is moved between dock by the water level that raises or reduce among the dock 14F.
In the above-described embodiment, as be can be used as the power of mobile boats and ships H by the automatic appropriate device that advances and draw such as winch and canoe, its required equipment can be set on the platform of periphery wall 12.
Be set to allow boats and ships H to enter or from dock, leave although dock 14F has been described in the above-described embodiment, yet can be provided with and the identical piece that in other dock, uses in the bottom of dock 14F.Thereby, under door 20 and 20-R closing state, can with dock 14R in identical mode, utilize water filling/freeing arrangement 18 that water is discharged from dock 14F and be formed for the space of building or repairing.
Hereinafter the method for boats and ships is built in explanation, this method is utilized the assembly in the above-mentioned embodiment of building system, be the dock 14F of said structure, advance/go out 20, the water filling/freeing arrangement 18 of dock, can open a 20-R, follow-up dock 14R and be the second water filling/freeing arrangement 18 of follow-up dock water filling and draining, boats and ships can be moved with respect to follow-up dock.
This method is a kind of such shipbuilding method, wherein by opening into/go out 20 under the state consistent with the water level in coastal marine site of the water level in dock 14F, makes the boats and ships H of want of repair and maintenance enter into dock 14F.Then, regulate the water level among the follow-up dock 14R that is communicated with dock 14F, thereby boats and ships H is moved among the follow-up dock 14R.Then, after the water among the follow-up dock 14R was discharged, boats and ships H was fixed and is built, i.e. Bi Yao repair and maintenance.
Hereinafter illustrate at second embodiment of the present invention shown in Fig. 7 to Figure 11.In second embodiment, use identical Reference numeral represent with embodiment 1 in identical parts, do not repeat them here.
Particularly, in Fig. 7, dock 14 has rectangular shape and comprises interconnecting part 16.The boundary vicinity of interconnecting part 16 between coastal marine site S and land L, the part of interconnecting part 16 be towards coastal marine site S, and can be communicated with coastal marine site S.The same with first embodiment, the height of periphery wall 12 is approximately 10 meters, thereby the seawater in the dock 14 remains on predetermined water level.
The part of interconnecting part 16 is provided with by what control opened and closed advances/goes out to open door 20, forms the inlet dock 14F of ship H thus.
A plurality of have an identical shaped construction dock, promptly follow-up dock 14-1, and 14-2,14-3,14-4 and 14-5 are formed on the back of side and dock 14F abreast.Follow-up dock 14-1 to 14-5 communicates with each other by movable passageway 30, and boats and ships H moves by this movable passageway 30.Passage 30 be formed with first embodiment in build follow-up dock 14 degree of depth much at one, thereby do not need ground is excavated.Follow-up dock 14-1 and 14-2 have and passage 30 degree of depth much at one, and the side of close inlet dock 14F is provided with in proper order.Follow-up dock 14-3,14-4 and 14-5 and passage 30 have the degree of depth much at one, and arrange that away from inlet dock 14F shoreward side passage 30 places among the two, and disposed adjacent one another.Therefore, shared around the part of the periphery wall 12 of follow-up dock.
In periphery wall 12, each dock towards the periphery wall of passage 30 be partition wall 32 be respectively equipped with have with can open moving of door 20 same structures can open a 20-R, 20-1 ..., 20-5.
Fig. 8 is the cutaway view that the section of enter the mouth in the above-mentioned building system 10 dock 14F and follow-up dock 14-1 and 14-2 is shown; Fig. 9 illustrates follow-up dock 14-3,14-4, the cutaway view of the section of 14-5.Particularly, inlet dock 14F serves as the inlet with coastal marine site direct contact, thereby in the mode identical with first embodiment, along the whole length of rectangular shape to coastal marine site S tap/dip deep into, so that boats and ships H can enter into dock or be withdrawn into coastal marine site S from dock by opening door 20 from coastal marine site S at an easy rate.
In addition, the bottom of each follow-up dock has the degree of depth roughly the same or littler with passage 30, and this passage 30 is configured to more shallow than inlet dock 14F.Inlet dock 14F and be follow-up dock R dock 14-1 ..., 14-5 respectively with water filling/freeing arrangement 18 and second water filling/freeing arrangement 18-1 ..., 18-5 is connected.Figure 10 and 11 is scheme drawings that its plumbing system is shown.Particularly, the water filling/freeing arrangement 18 and second water filling/freeing arrangement 18-1 to 18-5 has such structure, and wherein water filling/dewatering pump 22 and each valve 24 are connected on each dock by each water filling/discharge port 26.Pump 22 also is communicated with coastal marine site S via filter 27 and valve 28 by sea chest 29.
The following describes the operation of the second embodiment building system 10 with said structure.In this explanation, an embodiment who repairs boats and ships H in the manufacture process of boats and ships H has been described.At first, boats and ships H to be repaired is placed near the building system 10 of coastal marine site S.Then, the water level in dock 14F is configured under the state identical with coastal marine site water level, and H moves into boats and ships among the dock 14F by advancing/go out to open door 20.Close door 20 afterwards, utilize the water level of water filling/freeing arrangement 18 rising inlet dock 14F and passage 30, boats and ships H is by opening in the 20-R access passage 30 between dock 14F and the passage 30.Afterwards, for example close that boats and ships H moved into for example as the door opened of the dock 14-3 of follow-up dock, and utilize among the dock 14-3 water filling/freeing arrangement 18 with the water level among the dock 14-3 be elevated to passage in identical water level.Then, can open a 20-3 and open, the boats and ships H that will be arranged in passage 30 moves into dock 14-3 by opening a 20-3 under the state that floats on the seawater.Next, can open a 20-3 and close, drive water filling/freeing arrangement 18 to discharge the seawater among the follow-up dock 14-3.Thereby boats and ships H is placed on the piece 17 by its bottom and places with place under repair with being stabilized.
Finish in follow-up dock 14-3 after the necessary repairing processing, can open under the 20-3 closing state, utilize water filling/freeing arrangement 18 water filling in dock 14-3, boats and ships H floats from piece 17.Thereby the boats and ships H that has repaired swims on the seawater.Under this state, by operation water filling/freeing arrangement 18, it is identical with water level among the follow-up dock 14-3 that passage 30 and water level among the dock 14F are elevated to.Then, can open a 20-3 and 20-R and open, boats and ships H will be moved to the passage 30 from dock 14-3, and further move among the inlet dock 14F.Next, can open a 20-R and close, the water among the discharge dock 14F is to be reduced to the water level among the dock 14F water level in coastal marine site.Thereby, allow boats and ships H to advance/go out 20 to enter into coastal marine site S via what open from dock.
In addition, also carry out same operation at the new ship time of construction.For example, after in follow-up dock 14-3, finishing new ship, can open a 20-3 and 20-R by control, advance/go out 20 and each water filling device 18 of being connected with each other, boats and ships H is moved successively having between the follow-up dock 14-3 of identical water level, passage 30 and the inlet dock 14F.Thereby, allow boats and ships H to enter into coastal marine site S reposefully.
Although utilize single construction dock to build boats and ships in the above-described embodiment, yet also can repair a plurality of boats and ships among the 14-2 simultaneously at a plurality of docks for example at follow-up dock 14-1.And, can also in follow-up dock 14-3 and 14-5, build new boats and ships simultaneously.In each was built, each boats and ships can move and allow to enter and leave dock by aforesaid same steps as.
And, although each is built dock and all has and inlet dock flat pattern much at one in the above-described embodiment, also can prepare if desired and have the dock that different size promptly has different length, width or the degree of depth.
Although explained the operation that boats and ships move between dock with identical water level and the coastal marine site in the above-described embodiment, yet even boats and ships also can move therein when having certain head of water between them.Only otherwise hinder move operation between the moving area, the transition difference of water level can not produce substantive issue.
Assembly according to the building system of second embodiment hereinafter is described, in other words, hereinafter dock 14F, the follow-up dock of said structure and the method that places the passage 30 between the two to build boats and ships are used in explanation.This method is by utilizing advancing/go out 20, water filling/freeing arrangement 18, can opening a 20-R and a 20-1 to 20-5 of dock 14F, follow-up dock 14-1 to 14-5, with the second water filling/freeing arrangement 18 that is each follow-up dock water filling and draining, boats and ships H is moved by the follow-up dock of passage 30 with respect to expection.
This method is a kind of shipbuilding method, wherein under the state that the water level of boats and ships H in dock 14F of want of repair and maintenance is identical with coastal marine site water level, advances/go out 20 to enter into dock 14F by what open.Then, regulate the water level among the follow-up dock 14-1 that is communicated with dock 14F by passage 30, boats and ships H thereby be moved among the follow-up dock 14-1.Subsequently, after the water in follow-up dock 14-1 is discharged from, boats and ships H is fixed and builds, be i.e. Bi Yao repair and maintenance.
As mentioned above, in the above-described embodiment, open and close into/go out 20 and moving door, control the water filling/drain operation of water filling/freeing arrangement relatedly with door by control associated with each other.Thereby can as required boats and ships be moved to or remove from the dock of expection.
To illustrate advantage of the present invention in the following description, the part advantage is apparent in specification sheets, perhaps can obtain by implementing the present invention.Utilize in particular the following means and combination, can realize and obtain advantage of the present invention.
Those skilled in the art are easy to obtain other advantage and distortion.So protection scope of the present invention also is confined to above-mentioned detail and representational embodiment.Therefore, within the spirit or scope that do not break away from the total inventive concept of the present invention of limiting by claim and equivalent claim thereof, also there are various distortion.
Claims (7)
1. a Boatbuilding system (10) is characterized in that comprising:
Dock (14), it is surrounded by the periphery wall (12) that is supported by ground (L), have the interconnecting part (16) that is communicated with coastal marine site (S) to small part, and have the degree of depth that permission boats and ships (H) enter described dock (14) and go out from described dock (14) on swimming in described coastal marine site (S) water level;
Advance/go out to open door (20), it is set on the described interconnecting part (16), describedly advance/go out to open door (20) and describedly advancing/going out to open the described boats and ships (H) that door (20) allows when opening to swim on the seawater passes through, and describedly advancing/go out to open door (20) in described dock (14), to keep when closing than the described water level in described coastal marine site (S) seawater of high water level more;
Water filling/freeing arrangement (18), it is describedly advancing/goes out to open under door (20) closing state to (14) water filling of described dock with from described dock (14) draining;
Follow-up dock (14-1 to 14-5), it is configured to adjacent with described dock (14), described follow-up dock (14-1 to 14-5) is followed described dock (14) and is connected with the part of described periphery wall (12) by the door opened (20) that is used to move, this can be opened door (20) and allow boats and ships (H) to pass through, described follow-up dock (14-1 to 14-5) has the little degree of depth of the degree of depth than described dock (14), and has the bottom of placing described boats and ships (H) thereon; With
Second water filling/freeing arrangement (18), described the opening under door (20-R to 20-5) closing state that it is being used to move to described follow-up dock (14-1 to 14-5) water filling with from described follow-up dock (14-1 to 14-5) draining, so that described follow-up dock (14-1 to 14-5) is kept the identical water level of water level with described dock (14).
2. Boatbuilding system as claimed in claim 1 (10), it is characterized in that the adjacent platform shape dock (14S) that is provided with described dock (14), described shape dock (14S) has the little degree of depth of the degree of depth than described dock (14), and allow to be moved by the floating described boats and ships (H) of the water level of described dock (14), and described boats and ships (H) can be placed on the bottom of described shape dock (14S).
3. Boatbuilding system as claimed in claim 1 (10), it is characterized in that between described dock (14) and described follow-up dock (14-1 to 14-5), being provided with movable passageway (30), and described movable passageway (30) allows floating boats and ships (H) to move between described dock (14) by the described door (20-R to 20-5) that is used to move.
4. Boatbuilding system as claimed in claim 1 (10) is characterized in that also comprising one or more follow-up docks (14-1 to 14-5) that have with described follow-up dock (14-1 to 14-5) same structure.
5. as each described Boatbuilding system (10) in the claim 1,3 and 4, it is characterized in that the described door (20-R to 20-5) that opens and closes into/go out (20) and be used to move by control associated with each other moving to expection dock (14-1 to 14-5) to allow described boats and ships (H).
6. shipbuilding method that utilizes system (10) the system is characterized in that to comprise:
Dock (14), it is surrounded by the periphery wall (12) that is supported by ground (L), have the interconnecting part (16) that is communicated with coastal marine site (S) to small part, and have the degree of depth that permission boats and ships (H) enter described dock (14) and go out from described dock (14) on swimming in described coastal marine site (S) water level;
Advance/go out to open door (20), it is set on the described interconnecting part (16), describedly advance/go out to open door (20) and describedly advancing/going out to open the described boats and ships (H) that door (20) allows when opening to swim on the seawater passes through, and describedly advancing/go out to open door (20) in described dock (14), to keep when closing than the described water level in described coastal marine site (S) seawater of high water level more;
Water filling/freeing arrangement (18), it is describedly advancing/goes out to open under door (20) closing state to (14) water filling of described dock with from described dock (14) draining;
Follow-up dock (14-1 to 14-5), it is configured to adjacent with described dock (14), described follow-up dock (14-1 to 14-5) is followed described dock (14) and is connected with the part of periphery wall (12) by the door opened (20) that is used to move, this can be opened door (20) and allow boats and ships (H) to pass through, described follow-up dock (14-1 to 14-5) has the little degree of depth of the degree of depth than described dock (14), and has the bottom of placing described boats and ships (H) thereon; With
Second water filling/freeing arrangement (18), it is opened under door (20) closing state to described follow-up dock (14-1 to 14-5) water filling with from described follow-up dock (14-1 to 14-5) draining described, so that described follow-up dock (14-1 to 14-5) is kept the identical water level of water level with described dock (14), and allow described boats and ships (H) to move in the described follow-up dock (14-1 to 14-5).
7. shipbuilding method as claimed in claim 6, it is characterized in that between described dock (14) and described follow-up dock (14-1 to 14-5), being provided with movable passageway (30), and described movable passageway (30) allows floating boats and ships (H) to move between described dock (14) by the described door (20) of opening, so that described boats and ships (H) are moved in the follow-up dock (14-1 to 14-5) of expection.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2006330985A JP2008143281A (en) | 2006-12-07 | 2006-12-07 | Construction system of ship or the like |
| JP2006330985 | 2006-12-07 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101195407A true CN101195407A (en) | 2008-06-11 |
Family
ID=39546075
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2007101616504A Pending CN101195407A (en) | 2006-12-07 | 2007-09-27 | Boatbuilding system |
Country Status (4)
| Country | Link |
|---|---|
| JP (1) | JP2008143281A (en) |
| KR (1) | KR20080052326A (en) |
| CN (1) | CN101195407A (en) |
| SG (1) | SG143119A1 (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103112560A (en) * | 2013-03-10 | 2013-05-22 | 浙江海洋学院 | Rapid launching method of ship |
| CN103669920A (en) * | 2013-11-29 | 2014-03-26 | 中交第四航务工程勘察设计院有限公司 | Deep and shallow dock combination for manufacturing and shipping large prefabricated components and assembly line working method |
| CN108001630A (en) * | 2017-11-28 | 2018-05-08 | 海洋石油工程（青岛）有限公司 | The technics of shipment of heavy die block |
| CN110027927A (en) * | 2019-04-12 | 2019-07-19 | 上海外高桥造船有限公司 | A method of half floating seat pier formula slippage shipment |
| CN112173035A (en) * | 2020-10-16 | 2021-01-05 | 上海振华重工(集团)股份有限公司 | Construction method of pipe joint sinking ship in limited area |
| CN112356970A (en) * | 2020-01-08 | 2021-02-12 | 阮保国 | Steel splint superposed structure |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100967887B1 (en) * | 2007-09-28 | 2010-07-05 | 삼성중공업 주식회사 | Dock displacement structure and vessel construction method thereof |
| CN101823546B (en) * | 2010-04-29 | 2015-02-11 | 浙江金港船业股份有限公司 | Tandem shipbuilding method for chemical tanker |
| KR101857076B1 (en) * | 2011-11-04 | 2018-05-11 | 대우조선해양 주식회사 | Apparatus for partial floating in dry dock and method thereof |
| KR102157346B1 (en) * | 2019-12-26 | 2020-09-18 | 대우조선해양 주식회사 | Method for shipbuilding by adapting non-floating tandem in dry dock |
| KR102336040B1 (en) * | 2021-06-02 | 2021-12-08 | 한국해양과학기술원 | Integrated plant for cleaning ship hull surface and method for cleaning ship hull surface using the same |
-
2006
- 2006-12-07 JP JP2006330985A patent/JP2008143281A/en active Pending
-
2007
- 2007-09-06 SG SG200706510-5A patent/SG143119A1/en unknown
- 2007-09-27 KR KR1020070097269A patent/KR20080052326A/en not_active Application Discontinuation
- 2007-09-27 CN CNA2007101616504A patent/CN101195407A/en active Pending
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103112560A (en) * | 2013-03-10 | 2013-05-22 | 浙江海洋学院 | Rapid launching method of ship |
| CN103112560B (en) * | 2013-03-10 | 2015-07-15 | 浙江海洋学院 | Rapid launching method of ship |
| CN103669920A (en) * | 2013-11-29 | 2014-03-26 | 中交第四航务工程勘察设计院有限公司 | Deep and shallow dock combination for manufacturing and shipping large prefabricated components and assembly line working method |
| CN103669920B (en) * | 2013-11-29 | 2016-02-03 | 中交第四航务工程勘察设计院有限公司 | Produce depth depressed place assembly and the pipelining method of fortune Large Precast Members |
| CN108001630A (en) * | 2017-11-28 | 2018-05-08 | 海洋石油工程（青岛）有限公司 | The technics of shipment of heavy die block |
| CN110027927A (en) * | 2019-04-12 | 2019-07-19 | 上海外高桥造船有限公司 | A method of half floating seat pier formula slippage shipment |
| CN112356970A (en) * | 2020-01-08 | 2021-02-12 | 阮保国 | Steel splint superposed structure |
| CN112173035A (en) * | 2020-10-16 | 2021-01-05 | 上海振华重工(集团)股份有限公司 | Construction method of pipe joint sinking ship in limited area |
Also Published As
| Publication number | Publication date |
|---|---|
| KR20080052326A (en) | 2008-06-11 |
| JP2008143281A (en) | 2008-06-26 |
| SG143119A1 (en) | 2008-06-27 |
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Open date: 20080611 |